Reinforced Concrete Bridges
桥梁常用单词---精品模板

桥梁常用单词一、结构物名称:(1)。
结构物:Construction桥梁:Bridge跨线桥:Flyover铁路桥:R。
O。
B. (Railway over bridge)小桥:Minor bridge拱桥:Arched bridge地下通道:Underpass人行天桥:Foot bridge天桥:Overpass便桥:Auxiliary bridge;1。
垫层Bedding/Cushion垫层砼:Bedding Concrete砂垫层:Sand bed/cushion2。
基础:Foundation扩大/明挖基础:Open foundation桩:Pile桩基础:Pile foundation钢筋砼钻孔灌注桩:Reinforced concrete bored pile3。
下部结构: Substructure桩帽:Pile cap钢筋砼桩基承台:Reinforced cement concrete pile cap 桩头:Pile—head桩式桥台:Pile abutment桥台:Abutment台帽:Abutment cap桥墩:Pier圆柱:Column墩帽:Pier cap侧墙(迂回墙)Return wall翼墙:Wing wall墙:Wall加筋挡土墙:Retaining wall加筋土挡墙:(Reinforced earth) wall支座垫石:Pedestal支座:Bearing橡胶支座:elastomeric bearing背墙:Dirt wall (Back wall)4。
上部结构:SuperstructureT梁:T—Girder(Beam)预制钢筋砼T梁:Precast RCC. T girder横隔板梁:Intermediate girder/Beam边梁:End girder(Beam)中隔板:Intermediate Cross beam边隔板:End Cross beam桥面板:Deck slab现浇板:Cast in situ slab防撞护栏:Crash barrier (人行道)护栏:Railing;磨耗层:Wearing coat实心板Solid slab空心板:V oided slab预应力Pre-stressing Work;压浆Grouting;现浇预应力箱梁PSC Box Girder钢管栏杆:Pipe handrail桥头搭板:Approach slab泄水孔Drainage spouts收集井:collection pit(2).涵洞:Culvert管涵:Pipe culvert板函:Slab culvert箱函:Box culvert倒虹吸:Inverted culvert集水井:Storm water manhole(Catchpit)检查井:Manhole端墙:Head wall底板:Bottom slab顶板:Top slab帽石:Cap裙墙:Apron底墙(坡脚墙):Toe wall截水墙(幕墙):Curtain wall铺砌:Pitching砌石护坡:Stone Pitching干砌石(乱石堆)Rip-rap石墙:Stone masonry wall护墙(矮墙)Parapet(3).水系:(6)水沟:Drain边沟:Side Drain中央水沟:Median Drain开口沟,明沟:Open drain钢筋砼沟:RCC drain砌石沟:Masonry drain石笼:Gabion石笼铁丝网Gabion mesh河道防护:River training地下排水沟:Subsoil drain流水面高程(管道内底高程)Invertlevel二、工艺及其相关检查,视察:Check/Inspect测量:Survey检查申请:RFI. (Request forinspection)开挖:Excavate换填:Exchange(Replace)填石:Rock fill石屑chip;片石;chip stone料石:chipped stone钢筋:Steel bar/Reinforcement箍筋stirrup弯沟:hook下料;Cut弯曲:bend绑扎:bind绑丝:binding wire保护层:Cover /protectionlayer/protection coat净保护层:Clear cover保护层垫块:Cover block焊接:weld(jointing)焊缝:joint;焊剂welding flux焊条welding rod焊丝welding wire;钢筋下料表:BBS。
钢纤维混凝土结构设计规程

7.1 叠合式受弯构件.........................................................................................................................................35 7.2 钢纤维部分增强钢筋混凝土深梁...............................................................................................................37 7.3 牛腿..............................................................................................................................................................38
3 基本设计规定.......................................................................................................................11
3.1 一般规定.......................................................................................................................................................11 3.2 承载能力极限状态计算...............................................................................................................................11 3.3 正常使用极限状态计算..............................................................................................................................12 3.4 耐久性设计..................................................................................................................................................12
UNIT 3 reinforced concrete

在钢筋混凝土结构设计中,要在所有可能出现裂缝的区 域都放置钢筋,这一点很重要。
Thus a rectangular arrangement of vertical and horizontal steel bars is introduced into regions of a beam where inclined cracks can form as a result of combined shearing action and bending moment.
Secondary reinforcement is therefore provided to control such cracking, which may be unsightly and even dangerous. 因而要配置辅助钢筋以控制这样的裂缝,这些裂缝可能 很难看,甚至会发生危险。
然而由于徐变和收缩,混凝土在又会产生较大的长期变 形,所以其有效刚度要低得多-可能只有瞬时刚度的 1/3 到 1/4。
The widespread use of concrete in engineering construction stems from its cheapness compared with other structural materials currently available.
其抗拉强度低的缺点则用加配钢筋以形成称为钢筋混凝 土的复合材料来克服。
Although the steel reinforcement does not prevent cracking of the concrete in regions of tension, it does prevent the cracks from widening, and it provides an effective means for resisting the internal tensile forces.
道路桥梁英语词汇打印

Aabsolute datum 绝对基面abutment 桥台abutment pier 制动墩acceleration lane 加速车道accidental load 偶然荷载accommodation lane 专用车道acoustic barrier 隔音墙acting circles of blasting 爆破作用圈additional stake 加桩adjacent curve in one direction 同向曲线admixture 外加剂admixture 反坡安全线aerial photogrammetry 航空摄影测量aerophoto base 航摄基线aerophoto interpretation 航摄像片判读ageing 老化aggregate 集料( 骨料)air hardining 气硬性alignment design ( 城市道路) 平面设计,线形设计alignment element 线形要素alligator cracking 路面龟裂allowable rebound deflection 容许( 回弹) 弯沉alternative line 比较线anchored bulkhead abutment 锚锭板式桥台anchored bulkhead abutment 锚锭板式挡土墙anchored retaining wall 锚杆式挡土墙anionic emulsified bitumen 阴离子乳化沥青ann l average daily traffic 年平均日交通量anti-creep heap ( 厂矿道路) 挡车堆anti-dizzling screen 防炫屏( 遮光栅)antiskid heap ( 厂矿道路) 防滑堆approach span 引桥aquitard 隔水层arch bridge 拱桥arch culvert 拱涵arch ring 拱圈arterial highway 干线公路arterial road ( 厂内) 主干道,( 城市) 主干路asphalt distributor 沥青洒布车asphalt mixing plant 沥青混合料拌和设备asphalt remixer 沥青混合料摊铺机asphalt remixer 复拌沥青混合料摊铺机asphalt sand 沥青砂asphalt sprayer 沥青洒布机asphaltic bitumen 地沥青at-grade intersection 平面交叉auxiliary lane 附加车道average consistency (of soil) 土的) 平均稠度average gradient 平均纵坡aximuth angle 方位角Bbalance weight retaining wall 衡重式挡土墙base course 基层base line 基线basic traffic capacity 基本通行能力beam bridge 梁桥beam level deflectometer 杠杆弯沉仪bearing 支座bearing angle 象限角bearing pile 支承桩bearing platform 承台bed course 垫层bench mark 水准点benched s grade 台口式路基bending strength 抗弯强度Benkelman beam 杠杆弯沉仪( 贝克曼弯沉仪) bent cap 盖梁berm 护坡道binder 结合料binder course 联结层bitumen 沥青bitumen ( 沥青混合料) 抽提仪bitumen-aggregate ratio 油石比bituminous concrete pavement 沥青混凝土混合料bituminous concrete mixture 沥青混凝土路面bituminous concrete moxture 沥青碎石混合料bituminous macadam pavement 沥青碎石路面bituminous moxture 沥青混合料bituminous pavement 沥青路面bituminous penetration pavement 沥青贯入式路面biuminous surface treatment ( 沥青) 表面处治blasting crater 爆破漏斗blastion for loosening rock 松动爆破blasting for throwing rock 抛掷爆破blasting procedure 土石方爆破bleeding 泛油blind ditch 盲沟blind drain 盲沟block pavement 块料路面block stone 块石blow up 拱胀boring 钻探boring log ( 道路) 地质柱状图boring machine 钻孔机borrow earth 借土borrow pit 取土坑boundary frame on crossing 道口限界架boundary frame on road 道路限界架boundary line of road constr tion 道路建筑限界bowstring arch bridge 系杆拱桥box culvert 箱涵branch pipe of inlet 雨水口支管branch road ( 城市) 支路,( 厂内) 支道bridge 桥梁bridge decking 桥面系bridge deck pavement 桥面铺装bridge floor expantion and contraction installation traction installation 桥面伸缩装置bridge gerder erection equpment 架桥机bridge on slope 坡桥bridge site 桥位bridle road 驮道broken chainage 断链broken stone 碎石broken back curve 断背曲线buried abutment 埋置式桥台bus bay 公交( 车辆) 停靠站bypass 绕行公路Ccable bent tower 索塔cable saddle 索鞍cable stayed bridge 斜拉桥( 斜张桥)Cableway erecting equipment 缆索吊装设备California bearing ratio (CBR) 加州承载比(CBR) California bearing ratio tester 加州承载比(CBR) 测定仪camber cruve 路拱曲线cantilever beam bridge 悬臂梁桥cantilever beam bridge 悬臂式挡土墙capacity of intersection 交叉口通行能力capacity of network 路网通行能力capillary water 毛细水carriage way 车行道( 行车道)cast-in-place cantilever method 悬臂浇筑法cationic emulsified bitumen 阳离子乳化沥青cattle-pass 畜力车道cement concrete 水泥混凝土cemint concrete pavement 水泥混凝土混合料cement concrete pavement 水泥混凝土路面center-island 中心岛center lane 中间车道center line of raod 道路中线center line survey 中线测量center stake 中桩central reserve 分隔带channelization 渠化交通channelization island 导流岛channelized intrersection 分道转弯式交叉口chip 石屑chute 急流槽circular curve 圆曲线circular curve 环路circular test 环道试验city road 城市道路civil engineering fabric 土工织物classified highway 等级公路classified highway 等级道路clay-bound macadam 泥结碎石路面clearance 净空clearance above bridge floor 桥面净空clearce of span 桥下净空climatic zoning for highway 公路自然区划climbing lane 爬坡车道cloverleaf interchange 苜蓿叶形立体交叉coal tar 煤沥青cobble stone 卵石coefficient of scouring 冲刷系数cohesive soil 粘性土cold laid method 冷铺法cold mixing method 冷拌法cold-stretched steel bar 冷拉钢筋column pier 柱式墩combination-type road system 混合式道路系统compaction 压实compaction test 击实试验compaction test apparatus 击实仪compactness test 压实度试验composite beam bridge 联合梁桥composite pipe line 综合管道( 综合管廊) compound curve 复曲线concave vertical curve 凹形竖曲线concrete joint cleaner ( 水泥混凝土) 路面清缝机concrete joint sealer ( 水泥混凝土) 路面填缝机concrete mixing plant 水泥混凝土( 混合料) 拌和设备concrete paver 水泥混凝土( 混合料) 摊铺机concrete pump 水泥混凝土( 混合料) 泵concrete saw ( 水泥混凝土) 路面锯缝机cone penetration test 触探试验conflict point 冲突点conical slope 锥坡consistency limit (of soil) ( 土的) 稠度界限consolidated s soil 加固地基consolidation 固结constr tion by swing 转体架桥法constr tion height of bridge 桥梁建筑高度constr tion joint 施工缝constr tion load 施工荷载constr tion survey 施工测量continuous beam bridge 连续梁桥contourline 等高线contraction joint 缩缝control point 路线控制点converging 合流convex vertining wall 凸形竖曲线corduroy road 木排道counterfout retaining wall 扶壁式挡土墙counterfort abutmen 扶壁式桥台country road 乡村道路county road 县公路( 县道) ,乡道creep 徐变critical speed 临界速度cross roads 十字形交叉cross slope 横坡cross walk 人行横道cross-sectional profile 横断面图cross-sectional survey 横断面测量crown 路拱crushed stone 碎石crushing strength 压碎值culture 地物culvert 涵洞curb 路缘石curb side strip 路侧带curve length 曲线长curve widening 平曲线加宽curved bridge 弯桥cut 挖方cut corner for sight line ( 路口) 截角cut-fill transition 土方调配cut-fill transition 土方调配图cutting 路堑cycle path 自行车道cycle track 自行车道Ddeceleration lane 减速车道deck bridge 上承式桥deflection angle 偏角deflection test 弯沉试验degree of compaction 压实度delay 延误density of road network 道路(网)密度depth of tunnel 隧道埋深design elevation of s grade 路基设计高程design freqncy ( 排水) 设计重现期design hourly volume 设计小时交通量design of evevation ( 城市道路) 竖向设计design of vertical alignment 纵断面设计design speed 计算行车速度( 设计车速)design traffic capacity 设计通行能力design vehicle 设计车辆design water level 设计水位desiged dldvation 设计高程designed flood freqncy 设计洪水频率deslicking treatment 防滑处理Deval abrasion testion machine 狄法尔磨耗试验机(双筒式磨耗试验机)diamond interchange 菱形立体交叉differential photo 微分法测图direction angle 方向角directional interchange 定向式立体交叉diverging 分流dowel bar 传力杆drain opening 泄水口drainage by pumping station ( 立体交叉) 泵站排水drainage ditch 排水沟dressed stone 料石drop water 跌水dry concrtet 干硬性混凝土d tility (of bitumen) ( 沥青) 延度d tilometer ( 沥青) 延度仪dummy joint 假缝dynamic consolidation 强夯法Eeconomic speed 经济车速econnomical hauling distance 土方调配经济运距element support 构件支撑elevation 高程( 标高)embankment 路堤emergency parking strip 紧急停车带emulsified bitumen 乳化沥青erecting by floating 浮运架桥法erection by longit inal pulling method 纵向拖拉法erection by protrusion 悬臂拼装法erection with cableway 缆索吊装法evaporation pond 蒸发池expansion bearing 活动支座expansive soil 膨胀土expansion joint 胀缝expressway ( 城市) 快速路external distance 外( 矢) 距Ffabricated bridge 装配式桥fabricated steel bridge 装拆式钢桥factories and mines road 厂矿道路factory external transportation line 对外道路factory-in road 厂内道路factory-out road 厂外道路fast lane 内侧车道faulting of slab ends 错台feeder highway 支线公路ferry 渡口fibrous concrete 纤维混凝土field of vision 视野fill 填方filled spandrel arch bridge 实腹拱桥final survey 竣工测量fineness 细度fineness modulus 细度模数fixed bearing 固定支座flare wing wall abutment 八字形桥台flared intersection 拓宽路口式交叉口flash 闪点flash point tester (open cup method) 闪点仪( 开口杯式) flexible pavement 柔性路面flexible pier 柔性墩floor system 桥面系flush curb 平缘石foot way 人行道ford 过水路面forest highway 林区公路forest road 林区道路foundation 基础free style road system 自由式道路系统free way 高速公路free-flow speed 自由车速freeze road 冻板道路freezing and thawing test 冻融试验frost boiling 翻浆frozen soil 冻土full depth asphalt pavement 全厚式沥青( 混凝土) 路面function planting 功能栽植Ggeneral scour under bridge opening 桥下一般冲刷geological section ( 道路) 地质剖面图geotextile 土工织物gradation 级配gradation of stone ( 路用) 石料等级grade change point 变坡点grade compensation 纵坡折减grade crossing 平面交叉grade length limitation 坡长限制grade of side slope 边坡坡度grade separation 简单立体交叉grade-separated junction 立体交叉graded aggregate pavement 级配路面brader 平地机grain composition 颗粒组成granular material 粒料gravel 砾石gravity pier (abutment) 重力式墩、台gravity retaining wall 重力式挡土墙green belt 绿化带gridiron road system 棋盘式道路系统ground control-point survey 地面控制点测量ground elevation 地面高程ground stereophoto grammetry 地面立体摄影测量g rd post 标柱g rd rail 护栏g rd wall 护墙gully 雨水口gutter 街沟( 偏沟)gutter apron 平石gutter drainage 渠道排水Hhalf-through bridge 中承式桥hard shoulder 硬路肩hardening 硬化hardness 硬度haul road 运材道路heavy maintenance 大修hectometer stake 百米桩hedge 绿篱height of cut and fill at ceneter stake 中桩填挖高度high strength bolt 高强螺栓high type pavement 高级路面highway 公路highway landscape design 公路景观设计hill-side line 山坡线( 山腰线)hilly terrain 重丘区horizontal alignment 平面线形horizontal curve 平曲线hot laid method 热铺法hot mixing method 热拌法hot stability (of bitumen) ( 沥青) 热稳性hydraulic computation 水力计算hydraulic computation 水硬性Iimaginary intersection point 虚交点immersed tunnelling method 沉埋法inbound traffic 入境交通incremental launching method 顶推法industrial district road 工业区道路industrial solid waste ( 路用) 工业废渣industrial waste base course 工业废渣基层inlet 雨水口inlet s merged culvert 半压力式涵洞inlet uns merged culvert 无压力式涵洞inorganic binder 无机结合料instrument station 测站intensity of rainstorm 暴雨强度intercepting detch 截水沟interchange 互通式立体交叉interchange woth special bicycle track 分隔式立体交叉intermediate maintenance 中修intermediate type pavement 中级路面intersection ( 平面) 交叉口intersection angle 交叉角,转角intersection entrance 交叉口进口intersection exit 交叉口出口intersection plan 交叉口平面图intersection point 交点intersection with widened corners 加宽转角式交叉口Jjack-in method 顶入法Kkilometer stone 里程碑Lland slide 坍方lane 车道lane-width 车道宽度lateral clear distance of curve ( 平曲线) 横净距lay-by 紧急停车带level of service 道路服务水平leveling course 整平层leveling survey 水准测量light-weight concrete 轻质混凝土lighting facilities of road 道路照明设施lime pile 石灰桩line development 展线linking-up road 联络线,连接道路liquid asphaltic bitumen 液体沥青liquid limit 液限living fence 绿篱load 荷载loading berm 反压护道lading combinations 荷载组合loading plate 承载板loading plate test 承载板试验local scour near pier 桥墩局部冲刷local traffic 境内交通location of line 定线location survey 定测lock bolt support with shotcrete 喷锚支护loess 黄土longit inal beam 纵梁longit inal gradient 纵坡longit inal joint 纵缝loop ramp 环形匝道Los Angeles abrasion testing machine 洛杉矶磨耗试验机Mmachine ( 搁板式磨耗试验机)low rype pavement 低级路面main beam 主梁main bridge 主桥maintenance 养护maintenance period 大中修周期manhole 检查井marginal strip 路缘带marshall stability apparatus 马歇尔稳定度仪Marshall stability test 马歇尔试验masonry bridge 圬工桥maximum ann l hourly volume 年最大小时交通量maximum dry unit weight ( 标准) 最大干密度maximum longit inal gradient 最大纵坡mine tunnelling method 矿山法mineral aggregate 矿料mineral powder 矿粉mini-roundabout 微形环交minimum height of fill ( 路基) 最小填土高度minimum longit inal gradient 最小纵坡minimum radius of horizontal curve 最小平曲线半径minimum turning radius 汽车最小转弯半径mixed traffic 混合交通mixing method 拌和法mixture 混合料model split 交通方式划分modulus of elasticity 弹性模量modulus of resilience 回弹模量modulus ratio 模量比monthly average daily traffic 月平均日交通量motor way 高速公路mountainous terrain 山岭区movable bridge 开启桥m 淤泥multiple-leg intersection 多岔交叉mational trunk highway 国家干线公路( 国道) matural asphalt 天然沥青Nnatural scour 自然演变冲刷natural s soil 天然地基navigable water level 通航水位nearside lane 外侧车道net-shaped cracking 路面网裂New Austrian Tunnelling Method 新奥法Oobservation point 测点one-way ramp 单向匝道open cut method 明挖法open cut tunnel 明洞open spandrel arch bridge 空腹拱桥opencast mine road 露天矿山道路operating speed 运行速度optimum gradation 最佳级配optimum moisture content 最佳含水量optimum speed 临界速度organic binder 有机结合料origin-destination st y 起迄点调查outbound traffic 出境交通outlet s merged culvert 压力式涵洞outlet inlet main road 城市出入干道overall speed 区间速度overlay of pavement 罩面overpass grade separation 上跨铁路立体交叉overtaking lane 超车车道overtaking sight distance 超车视距Ppaper location 纸上定线paraffin content test 含蜡量试验parent soil 原状土parking lane 停车车道parking lot 停车场parking station 公交( 车辆) 停靠站part out-part fill s grade 半填半挖式路基pass 垭口passing bay 错车道patrol maintenance 巡回养护paved crossing 道口铺面pavement 路面pavement depression 路面沉陷pavement recapping 路面翻修pavement slab pumping 路面板唧泥pavement spalling 路面碎裂pavement strengthening 路面补强pavement str ture layer 路面结构层pavemill 路面铣削机( 刨路机)peak hourly volume 高峰小时交通量pedestrian overcrossing 人行天桥pedestrian underpass 人行地道penetration macadam with coated chips 上拌下贯式( 沥青) chips 路面penetration method 贯入法penetration test apparatus 长杆贯入仪penetration (of bitumen) ( 沥青) 针入度penetrometer ( 沥青) 针入度仪periodical maintenance 定期养护permafrost 多年冻土permanent load 永久荷载perviousness test 透水度试验petroleum asphaltic bitumen 石油沥青photo index 像片索引图( 镶辑复照图)photo mosaic 像片镶嵌图photogrammetry 摄影测量photographic map 影像地图pier 桥墩pile and plank retaining wall 柱板式挡土墙pile bent pier 排架桩墩pile driver 打桩机pipe culvert 管涵pipe drainage 管道排水pit test 坑探pitching method 铺砌法plain stage of slope 边坡平台plain terrain 平原区plan view ( 路线) 平面图plane design ( 城市道路) 平面设计plane sketch ( 道路) 平面示意图planimetric photo 综合法测图plant mixing method 厂拌法plasticity index 塑限plasticity index 塑性指数poisson's ratio 泊松比polished stone val石料磨光值pontoon bridge 浮桥porosity 空隙率portable pendulum tester 摆式仪possible traffic capacity 可能通行能力post-tensioning method 后张法pot holes 路面坑槽preliminary survey 初测preloading method 预压法prestressed concrete 预应力混凝土prestressed concrete bridge 预应力混凝土桥prestresed steel bar drawing jack 张拉预应力钢筋千斤顶pretensioning method 先张法prime coat 透层prod tive arterial road 生产干线prod tive branch road 生产支线profile design 纵断面设计profilometer 路面平整度测定仪proportioning of cement concrete 水泥混凝土配合比protection forest fire-proof road 护林防火道路provincial trunk highway 省干线公路( 省道)Rrailroad grade crossing ( 铁路) 道口ramp 匝道rebound deflection 回弹弯沉reclaimed asphalt mixture 再生沥青混合料reclaimed bituminous pavement 再生沥青路面reconnaissance 踏勘red clay 红粘土reference stake 护桩reflection crack 反射裂缝refuge island 安全岛regulating str ture 调治构造物reinforced concrete 钢筋混凝土reinforced concrete bridge 钢筋混凝土桥reinforced concrete pavement 钢筋混凝土路面reinforced earth retaining wall 加筋土挡土墙relative moisture content (of soil) ( 土的) 相对含水量relief road 辅道residential street 居住区道路resultant gradient 合成坡度retaining wall 挡土墙revelling of pavement 路面松散reverse curve 反向曲线reverse loop 回头曲线ridge crossing line 越岭线ridge line 山脊线right bridge 正交桥right bridge 正桥rigid frame bridge 刚构桥rigid pavement 刚性路面rigid-type base 刚性基层ring and radial road system 环形辐射式道路系统ripper 松土机riprap 抛石road 道路road alignment 道路线形road appearance 路容road area per citizen ( 城市) 人均道路面积road area ratio ( 城市) 道路面积率road axis 道路轴线road bed 路床road bitumen 路用沥青road condition 路况road condition survey 路况调查road crossing ( 平面) 交叉口road crossing design 交叉口设计road engineering 道路工程road feasibility st y ( 道路工程) 可行性研究road improvement 改善工程road intersection 道路交叉( 路线交叉)road mixing method 路拌法road network 道路网road network planning 道路网规划road planting 道路绿化road project ( 道路工程) 方案图road trough 路槽road way 路幅rock breaker 凿岩机rock filled gabion 石笼roller 压路机rolled cement concrete 碾压式水泥混凝土rolling terrain 微丘区rotary interchange 环形立体交叉rotary intersection 环形交叉roundabout 环形交叉route development 展线rout of road 道路路线route selection 选线routine maintenance 小修保养r ble 片石running speed 行驶速度rural road 郊区道路Ssaddle back 垭口safety belt 安全带safety fence 防护栅salty soil 盐渍土sand 砂sanddrain (sand pile) 砂井sand gravel 砂砾sand hazard 沙害sand mat of s grade 排水砂垫层sand patch test 铺砂试验sand pile 砂桩sand protection facilities 防沙设施sand ratio 砂率sand sweeping 回砂sand sweeping equipment 回砂机sandy soil 砂性土saturated soil 饱和土scraper 铲运机seal coat 封层secondary trunk road ( 厂内) 次干道,( 城市) 次干路seepage well 渗水井segregation 离析semi-rigid type base 半刚性基层separate facilties 分隔设施separator 分隔带sheep-foot roll 羊足压路机( 羊足碾)shelter belt 护路林shield 盾构( 盾构挖掘机)shield tunnelling method 盾构法shoulder 路肩shrinkage limit 缩限side ditch 边沟side slope 边坡side walk 人行道sieve analysis 筛分sight distance 视距sight distance of intersection 路口视距sight line 视线sight triangle 视距三角形silty soil 粉性土simple supported beam bridge 简支梁桥singl direction thrusted pier 单向推力墩single-sizeaggregat 同粒径集料siphon culvert 倒虹涵skew bridge 斜交桥skew bridge 斜桥skid road 集材道路slab bridge 板桥slab culvert 盖板涵slab staggering 错位slide 滑坡slope protection 护坡slump 坍落度snow hazard 雪害snow plough 除雪机snow protection facilities 防雪设施soft ground 软弱地基soft soil 软土softening point tester (ring ball) ( 沥青) 软化点议仪method ( 环—球法)softening point (of bitumen) 沥青)软化点sol ility (of bitumen) ( 沥青) 溶解度space headway 车头间距space mean speed 空间平均速度span 跨径span by span method 移动支架逐跨施工法spandrel arch 腹拱spandrel str ture 拱上结构special vehicle 特种车辆speed-change lane 变速车道splitting test 劈裂试验spot speed 点速度spreading in layers 层铺法springing 弹簧现象stabilizer 稳定土拌和机stabilized soil base course 稳定土基层stage for heating soil and broken rock 碎落台staggered junction 错位交叉stand axial loading 标准轴截steel bridge 钢筋冷墩机steel bridge 钢桥steel extension machine 钢筋拉伸机stiffness modulus 劲度stone coating test 石料裹覆试验stone crusher 碎石机stone spreader 碎石撒布机stopping sight distance 停车视距stopping tr k heap ( 厂矿道路) 阻车堤street 街道street drainage 街道排水street planting 街道绿化street trees 行道树strengthening layer 补强层strengthening of str ture 加固stringer 纵梁striping test for aggregate 集料剥落试验str tural approach limit of tunnel 隧道建筑限界s -high type pavement 次高级路面s grade 路基s grade drainage 路基排水s mersible bridge 漫水桥s sidence 沉陷s soil 地基s str ture 下部结构super elevation 超高super elevation runoff 超高缓和段superstr ture 上部结构supported type abutment 支撑式桥台surface course 面层surface evenness 路面平整度surface frostheave 路面冻胀surface permeameter 路面透水度测定仪surface roughness 路面粗糙度surface slipperinness 路面滑溜surface water 地表水surface-curvature apparatus 路面曲率半径测定仪surrounding rock 围岩suspension bridge 悬索桥swich-back curve 回头曲线TTintersection 丁字形交叉(T 形交叉)T-shaped rigid frame bridge 形刚构桥tack coat 粘层tangent length 切线长tar 焦油沥青technical standard of road 道路技术标准Telford 锥形块石Telford base ( 锥形) 块石基层terrace 台地thermal insulation berm 保温护道thermal insulation course 隔温层thirtieth highest ann l hourly 年第30 位最大小时volume 交通量through bridge 下承式桥through traffic 过境交通tie bar 拉杆timber bridge 木桥time headway 车头时距time mean speed 时间平均速度toe of slope ( 边) 坡脚tongand groove joint 企口缝top of slope ( 边) 坡顶topographic feature地貌topographic map 地形图topographic survey 地形测量topography 地形township road 乡公路( 乡道)traffic assignment 交通量分配traffic capacity 通行能力traffic composition 交通组成traffic density 交通密度traffic distribution 交通分布traffic flow 交通流traffic generation 交通发生traffic island 交通岛traffic mirror 道路反光镜traffic planning 道路交通规划traffic safety device 交通安全设施traffic sq re 交通广场traffic stream 车流traffic survey 交通调查traffic volume 交通量traffic volume observation station 交通量观测站traffic volume 交通量预测traffic volume survey 交通量调查transition curve 缓和曲线transition slab at bridge head 桥头搭板transition zone of cross section 断面渐变段transition zone of curve widening 加宽缓和段transitional gradient 缓和坡段transverse beam 横梁transverse joint 横缝traverse 导线traverse survey 导线测量trencher 挖沟机triaxial test 三轴试验trip 出行trjoint 真缝trumpet interchange 喇叭形立体交叉trunk highway 干线公路truss bridge 桁架桥tunnel ( 道路) 隧道tunnel boring machine 隧道掘进机tunnel ling 衬砌tunnel portal 洞门tunnel support 隧道支撑turnaround loop 回车道,回车场turning point 转点two-way curved arch bridge 双曲拱桥two-way ramp 双向匝道type of dry and damp soil base 土基干湿类型UU-shaped abutment U 形桥台under-ground pipes comprehensive design 管线综合设计\underground water 地下水underground water level 地下水位underpass grade separation 下穿铁路立体交叉universal photo 全能法测图urban road 城市道路Vvalley line 沿溪线variable load 可变荷载vehicle stream 车流vehicular gap 车( 辆) 间净距verge 路肩vertical alignment 纵面线形vertical curb 立缘石( 侧石)vertical curve 竖曲线vertical profile map ( 路线) 纵断面图viameter 路面平整度测定仪vibratory roller 振动压路机viscosimeter ( 沥青) 粘度仪viscosity (of bitumen) ( 沥青) 粘( 滞) 度void ratio 孔隙比Wwashout 水毁waste 弃土waste bank 弃土堆water cement ratio 水灰比water content 含水量water level 水位water red ing agent 减水剂water stability 水稳性water-bound macadam 水结碎石路面wearing course 磨耗层weaving 交织weaving point 交织点weaving section 交织路段wheel tracking test 车辙试验width of s grade 路基宽度workability 和易性YY intersection 形交叉。
土木工程专业英语考试复习资料

专业英语一.专业词:1.asphalt沥青2.abstruct 摘要3.aluminum铝4.alloy合金5.access road进出共地道路6.abutment桥台7.arch拱8.blast-hole爆破孔 9.bearing pressure承载力 10.building materials建筑材料11.bearing wall承重墙 12.bolting栓接 13.building code建筑规范 14.beam梁pressive压缩的 16.corossion腐蚀 17.cement水泥 18.construction施工19.concrete砼 20.column柱 21.construction施工 22.concrete curing砼养护23.cantilever悬臂 24.column柱 25.ceiling天花板 26.construction control施工控制27.construction operations场地准备 28.construction engineering施工工程29.civil engineering materials土木工程材料 30.concrete construction砼施工munity and urban planning城乡规划 32.concrete placement砼浇筑33.concrete production砼搅拌 34.concrete forming砼制模板35.curtain wall幕墙 36.detailed design详细设计1.excavation开挖2.expansive soil膨胀土3.engineering management工程管理4.explosive炸药5.engineering properties of soils土的工程性6.elastic modulus弹性模量7.excavation开挖8.embed埋入9.earthmoving土方工程 10.expressway公路 11.execution具体操作12.embankment路堤 13.exploration/drilling 勘探/钻探 14.elevation立面图15.engineering公路工程 16.fireproof防火 17.foundation treatment地基处理18.gravel 砾石 19.grout灌浆 20.ground water table/level地下水位21.geotechnical engineering岩土工程 22.geophysical seismic地球物理地震23.girder主梁 24.highway高速公路 25.highway 26.hydration水化29.multistory building多层楼房 30.management skill管理职能31.masonry砌体 32.mud 淤泥 33.mechanical and electrical systems机械与电力系统34.oxidation氧化 35.plastic塑料 36.plan平面图 37.pipeline engineering管道工程38.planning施工规划 39.job site工地 40.professional staff专业人员41.propagation velocity传播速率 42.pavement人行横道43.project manager项目经理 44.permeability渗透性 45.pier墩 46.quarry采石场47.rock 岩石 48.representative soil sample代表性土样 49.riveting铆接50.resist抵抗 51.roof屋顶 52.rigid frame钢构1.soil type 土类2.silt 粉土3.sand 沙4.site investigation 场址勘察5.seismic人工地震6.speciality专业7.structural engineering结构工程8.surveying and mapping测绘工程 9.steel钢材 29.timber木材10.shear/bend抗压/抗弯 11.reinforced concrete钢筋混凝土12.structural member构架 13.slab板 52.skyscraper摩天大楼14.settle沉降 15.subgrade地基 16.superstructure上部结构 17.substructure下部结构18.span跨 19.transportation engineering交通工程20.tall (apartment、office) building高层建筑 21.tensile forces扭力22.truss桁架 23.uneven settlement不均匀沉降 24.uniform settlement均匀沉降25.ultimate tensile/strength极限抗拉强度 26.visual inspection 踏勘27.welding焊接二.句子翻译:1.Concrete construction consists of several operations:forming,concrete, Production,placement,curing.混凝土施工包括几道工序:支模板,搅拌混凝土,浇筑,养护。
道路桥梁专业 中英文对照---毕业设计论文 外文文献翻译

附录一英文翻译原文AUTOMATIC DEFLECTION AND TEMPERATURE MONITORING OFA BALANCED CANTILEVER CONCRETE BRIDGEby Olivier BURDET, Ph.D.Swiss Federal Institute of Technology, Lausanne, SwitzerlandInstitute of Reinforced and Prestressed Concrete SUMMARYThere is a need for reliable monitoring systems to follow the evolution of the behavior of structures over time.Deflections and rotations are values that reflect the overall structure behavior. This paper presents an innovative approach to the measurement of long-term deformations of bridges by use of inclinometers. High precision electronic inclinometers can be used to follow effectively long-term rotations without disruption of the traffic. In addition to their accuracy, these instruments have proven to be sufficiently stable over time and reliable for field conditions. The Mentue bridges are twin 565 m long box-girder post-tensioned concrete highway bridges under construction in Switzerland. The bridges are built by the balanced cantilever method over a deep valley. The piers are 100 m high and the main span is 150 m. A centralized data acquisition system was installed in one bridge during its construction in 1997. Every minute, the system records the rotation and temperature at a number of measuring points. The simultaneous measurement of rotations and concrete temperature at several locations gives a clear idea of the movements induced by thermal conditions. The system will be used in combination with a hydrostatic leveling setup to follow the long-term behavior of the bridge. Preliminary results show that the system performs reliably and that the accuracy of the sensors is excellent.Comparison of the evolution of rotations and temperature indicate that the structure responds to changes in air temperature rather quickly.1.BACKGROUNDAll over the world, the number of structures in service keeps increasing. With the development of traffic and the increased dependence on reliable transportation, it is becoming more and more necessary to foresee and anticipate the deterioration of structures. In particular,for structures that are part of major transportation systems, rehabilitation works need to be carefully planned in order to minimize disruptions of traffic. Automatic monitoring of structures is thus rapidly developing.Long-term monitoring of bridges is an important part of this overall effort to attempt to minimize both the impact and the cost of maintenance and rehabilitation work of major structures. By knowing the rate of deterioration of a given structure, the engineer is able to anticipate and adequately define the timing of required interventions. Conversely, interventions can be delayed until the condition of the structure requires them, without reducing the overall safety of the structure.The paper presents an innovative approach to the measurement of long-term bridge deformations. The use of high precision inclinometers permits an effective, accurate and unobtrusive following of the long-term rotations. The measurements can be performed under traffic conditions. Simultaneous measurement of the temperature at several locations gives a clear idea of the movements induced by thermal conditions and those induced by creep and shrinkage. The system presented is operational since August 1997 in the Mentue bridge, currently under construction in Switzerland. The structure has a main span of 150 m and piers 100 m high.2. LONG-TERM MONITORING OF BRIDGESAs part of its research and service activities within the Swiss Federal Institute of Technology in Lausanne (EPFL), IBAP - Reinforced and Prestressed Concrete has been involved in the monitoring of long-time deformations of bridges and other structures for over twenty-five years [1, 2, 3, 4]. In the past, IBAP has developed a system for the measurement of long-term deformations using hydrostatic leveling [5, 6]. This system has been in successful service in ten bridges in Switzerland for approximately ten years [5,7]. The system is robust, reliable and sufficiently accurate, but it requires human intervention for each measurement, and is not well suited for automatic data acquisition. One additional disadvantage of this system is that it is only easily applicable to box girder bridges with an accessible box.Occasional continuous measurements over periods of 24 hours have shown that the amplitude of daily movements is significant, usually amounting to several millimeters over a couple of hours. This is exemplified in figure 1, where measurements of the twin Lutrive bridges, taken over a period of several years before and after they were strengthened by post-tensioning, areshown along with measurements performed over a period of 24 hours. The scatter observed in the data is primarily caused by thermal effects on the bridges. In the case of these box-girder bridges built by the balanced cantilever method, with a main span of 143.5 m, the amplitude of deformations on a sunny day is of the same order of magnitude than the long term deformation over several years.Instantaneous measurements, as those made by hydrostatic leveling, are not necessarily representative of the mean position of the bridge. This occurs because the position of the bridge at the time of the measurement is influenced by the temperature history over the past several hours and days. Even if every care was taken to perform the measurements early in the morning and at the same period every year, it took a relatively long time before it was realized that the retrofit performed on the Lutrive bridges in 1988 by additional post-tensioning [3, 7,11] had not had the same effect on both of them.Figure 1: Long-term deflections of the Lutrive bridges, compared to deflections measured in a 24-hour period Automatic data acquisition, allowing frequent measurements to be performed at an acceptable cost, is thus highly desirable. A study of possible solutions including laser-based leveling, fiber optics sensors and GPS-positioning was performed, with the conclusion that, provided that their long-term stability can be demonstrated, current types of electronic inclinometers are suitable for automatic measurements of rotations in existing bridges [8].3. MENTUE BRIDGESThe Mentue bridges are twin box-girder bridges that will carry the future A1 motorway from Lausanne to Bern. Each bridge, similar in design, has an overall length of approximately 565 m, and a width of 13.46 m, designed to carry two lanes of traffic and an emergency lane. The bridges cross a deep valley with steep sides (fig. 2). The balanced cantilever design results from a bridge competition. The 100 m high concrete piers were built using climbing formwork, after which the construction of the balanced cantilever started (fig. 3).4. INCLINOMETERSStarting in 1995, IBAP initiated a research project with the goal of investigating the feasibility of a measurement system using inclinometers. Preliminary results indicated that inclinometers offer several advantages for the automatic monitoring of structures. Table 1 summarizes the main properties of the inclinometers selected for this study.One interesting property of measuring a structure’s rotations, is that, for a given ratio of maximum deflection to span length, the maximum rotation is essentially independent from its static system [8]. Since maximal allowable values of about 1/1,000 for long-term deflections under permanent loads are generally accepted values worldwide, developments made for box-girder bridges with long spans, as is the case for this research, are applicable to other bridges, for instance bridges with shorter spans and other types of cross-sections. This is significant because of the need to monitor smaller spans which constitute the majority of all bridges.The selected inclinometers are of type Wyler Zerotronic ±1°[9]. Their accuracy is 1 microradian (μrad), which corresponds to a rotation of one millimeter per kilometer, a very small value. For an intermediate span of a continuous beam with a constant depth, a mid-span deflection of 1/20,000 would induce a maximum rotation of about 150 μrad, or 0.15 milliradians (mrad).One potential problem with electronic instruments is that their measurements may drift overtime. To quantify and control this problem, a mechanical device was designed allowing the inclinometers to be precisely rotated of 180° in an horizontal plane (fig. 4). The drift of each inclinometer can be very simply obtained by comparing the values obtained in the initial and rotated position with previously obtained values. So far, it has been observed that the type of inclinometer used in this project is not very sensitive to drifting.5. INSTRUMENTATION OF THE MENTUE BRIDGESBecause a number of bridges built by the balanced cantilever method have shown an unsatisfactory behavior in service [2, 7,10], it was decided to carefully monitor the evolution of the deformations of the Mentue bridges. These bridges were designed taking into consideration recent recommendations for the choice of the amount of posttensioning [7,10,13]. Monitoring starting during the construction in 1997 and will be pursued after the bridges are opened to traffic in 2001. Deflection monitoring includes topographic leveling by the highway authorities, an hydrostatic leveling system over the entire length of both bridges and a network of inclinometers in the main span of the North bridge. Data collection iscoordinated by the engineer of record, to facilitate comparison of measured values. The information gained from these observations will be used to further enhance the design criteria for that type of bridge, especially with regard to the amount of post-tensioning [7, 10, 11, 12, 13].The automatic monitoring system is driven by a data acquisition program that gathers and stores the data. This system is able to control various types of sensors simultaneously, at the present time inclinometers and thermal sensors. The computer program driving all the instrumentation offers a flexible framework, allowing the later addition of new sensors or data acquisition systems. The use of the development environment LabView [14] allowed to leverage the large user base in the field of laboratory instrumentation and data analysis. The data acquisition system runs on a rather modest computer, with an Intel 486/66 Mhz processor, 16 MB of memory and a 500 MB hard disk, running Windows NT. All sensor data are gathered once per minute and stored in compressed form on the hard disk. The system is located in the box-girder on top of pier 3 (fig. 5). It can withstand severe weather conditions and will restart itself automatically after a power outage, which happened frequently during construction.6. SENSORSFigure 5(a) shows the location of the inclinometers in the main span of the North bridge. The sensors are placed at the axis of the supports (①an d⑤), at 1/4 and 3/4 (③an d④) of the span and at 1/8 of the span for②. In the cross section, the sensors are located on the North web, at a height corresponding to the center of gravity of the section (fig.5a). The sensors are all connected by a single RS-485 cable to the central data acquisition system located in the vicinity of inclinometer ①. Monitoring of the bridge started already during its construction. Inclinometers①,②and③were installed before the span was completed. The resulting measurement were difficult to interpret, however, because of the wide variations of angles induced by the various stages of this particular method of construction.The deflected shape will be determined by integrating the measured rotations along the length of the bridge (fig.5b). Although this integration is in principle straightforward, it has been shown [8, 16] that the type of loading and possible measurement errors need to be carefully taken into account.Thermal sensors were embedded in concrete so that temperature effects could be taken into account for the adjustment of the geometry of the formwork for subsequent casts. Figure 6 shows the layout of thermal sensors in the main span. The measurement sections are located at the same sections than the inclinometers (fig. 5). All sensors were placed in the formwork before concreting and were operational as soon as the formwork was removed, which was required for the needs of the construction. In each section, seven of the nine thermal sensor (indicated in solid black in fig. 6) are now automatically measured by the central data acquisition system.7. RESULTSFigure 7 shows the results of inclinometry measurements performed from the end ofSeptember to the third week of November 1997. All inclinometers performed well during that period. Occasional interruptions of measurement, as observed for example in early October are due to interruption of power to the system during construction operations. The overall symmetry of results from inclinometers seem to indicate that the instruments drift is not significant for that time period. The maximum amplitude of bridge deflection during the observed period, estimated on the basis of the inclinometers results, is around 40 mm. More accurate values will be computed when the method of determination ofdeflections will have been further calibrated with other measurements. Several periods of increase, respectively decrease, of deflections over several days can be observed in the graph. This further illustrates the need for continuous deformation monitoring to account for such effects. The measurement period was .busy. in terms of construction, and included the following operations: the final concrete pours in that span, horizontal jacking of the bridge to compensate some pier eccentricities, as well as the stressing of the continuity post-tensioning, and the de-tensioning of the guy cables (fig. 3). As a consequence, the interpretation of these measurements is quite difficult. It is expected that further measurements, made after the completion of the bridge, will be simpler to interpret.Figure 8 shows a detail of the measurements made in November, while figure.9 shows temperature measurements at the top and bottom of the section at mid-span made during that same period. It is clear that the measured deflections correspond to changes in the temperature. The temperature at the bottom of the section follows closely variations of the air temperature(measured in the shade near the north web of the girder). On the other hand, the temperature at the top of the cross section is less subject to rapid variations. This may be due to the high elevation of the bridge above ground, and also to the fact that, during the measuring period, there was little direct sunshine on the deck. The temperature gradient between top and bottom of the cross section has a direct relationship with short-term variations. It does not, however, appear to be related to the general tendency to decrease in rotations observed in fig. 8.8. FUTURE DEVELOPMENTSFuture developments will include algorithms to reconstruct deflections from measured rotations. To enhance the accuracy of the reconstruction of deflections, a 3D finite element model of the entire structure is in preparation [15]. This model will be used to identify the influence on rotations of various phenomena, such as creep of the piers and girder, differential settlements, horizontal and vertical temperature gradients or traffic loads.Much work will be devoted to the interpretation of the data gathered in the Mentue bridge. The final part of the research project work will focus on two aspects: understanding the very complex behavior of the structure, and determining the most important parameters, to allow a simple and effective monitoring of the bridges deflections.Finally, the research report will propose guidelines for determination of deflections from measured rotations and practical recommendations for the implementation of measurement systems using inclinometers. It is expected that within the coming year new sites will be equipped with inclinometers. Experiences made by using inclinometers to measure deflections during loading tests [16, 17] have shown that the method is very flexible and competitive with other high-tech methods.As an extension to the current research project, an innovative system for the measurement of bridge joint movement is being developed. This system integrates easily with the existing monitoring system, because it also uses inclinometers, although from a slightly different type.9. CONCLUSIONSAn innovative measurement system for deformations of structures using high precision inclinometers has been developed. This system combines a high accuracy with a relatively simple implementation. Preliminary results are very encouraging and indicate that the use of inclinometers to monitor bridge deformations is a feasible and offers advantages. The system is reliable, does not obstruct construction work or traffic and is very easily installed. Simultaneous temperature measurements have confirmed the importance of temperature variations on the behavior of structural concrete bridges.10. REFERENCES[1] ANDREY D., Maintenance des ouvrages d’art: méthodologie de surveillance, PhD Dissertation Nr 679, EPFL, Lausanne, Switzerland, 1987.[2] BURDET O., Load Testing and Monitoring of Swiss Bridges, CEB Information Bulletin Nr 219, Safety and Performance Concepts, Lausanne, Switzerland, 1993.[3] BURDET O., Critères pour le choix de la quantitéde précontrainte découlant de l.observation de ponts existants, CUST-COS 96, Clermont-Ferrand, France, 1996.[4] HASSAN M., BURDET O., FAVRE R., Combination of Ultrasonic Measurements and Load Tests in Bridge Evaluation, 5th International Conference on Structural Faults and Repair, Edinburgh, Scotland, UK, 1993.[5] FAVRE R., CHARIF H., MARKEY I., Observation à long terme de la déformation des ponts, Mandat de Recherche de l’OFR 86/88, Final Report, EPFL, Lausanne, Switzerland, 1990.[6] FAVRE R., MARKEY I., Long-term Monitoring of Bridge Deformation, NATO Research Workshop, Bridge Evaluation, Repair and Rehabilitation, NATO ASI series E: vol. 187, pp. 85-100, Baltimore, USA, 1990.[7] FAVRE R., BURDET O. et al., Enseignements tirés d’essais de charge et d’observations à long terme pour l’évaluation des ponts et le choix de la précontrainte, OFR Report, 83/90, Zürich, Switzerland, 1995.[8] DAVERIO R., Mesures des déformations des ponts par un système d’inclinométrie,Rapport de maîtrise EPFL-IBAP, Lausanne, Switzerland, 1995.[9] WYLER AG., Technical specifications for Zerotronic Inclinometers, Winterthur, Switzerland, 1996.[10] FAVRE R., MARKEY I., Generalization of the Load Balancing Method, 12th FIP Congress, Prestressed Concrete in Switzerland, pp. 32-37, Washington, USA, 1994.[11] FAVRE R., BURDET O., CHARIF H., Critères pour le choix d’une précontrainte: application au cas d’un renforcement, "Colloque International Gestion des Ouvrages d’Art: Quelle Stratégie pour Maintenir et Adapter le Patrimoine, pp. 197-208, Paris, France, 1994. [12] FAVRE R., BURDET O., Wahl einer geeigneten Vorspannung, Beton- und Stahlbetonbau, Beton- und Stahlbetonbau, 92/3, 67, Germany, 1997.[13] FAVRE R., BURDET O., Choix d’une quantité appropriée de précontrain te, SIA D0 129, Zürich, Switzerland, 1996.[14] NATIONAL INSTRUMENTS, LabView User.s Manual, Austin, USA, 1996.[15] BOUBERGUIG A., ROSSIER S., FAVRE R. et al, Calcul non linéaire du béton arméet précontraint, Revue Français du Génie Civil, vol. 1 n° 3, Hermes, Paris, France, 1997. [16] FEST E., Système de mesure par inclinométrie: développement d’un algorithme de calcul des flèches, Mémoire de maîtrise de DEA, Lausanne / Paris, Switzerland / France, 1997.[17] PERREGAUX N. et al., Vertical Displacement of Bridges using the SOFO System: a Fiber Optic Monitoring Method for Structures, 12th ASCE Engineering Mechanics Conference, San Diego, USA, to be published,1998.译文平衡悬臂施工混凝土桥挠度和温度的自动监测作者Olivier BURDET博士瑞士联邦理工学院,洛桑,瑞士钢筋和预应力混凝土研究所概要:我们想要跟踪结构行为随时间的演化,需要一种可靠的监测系统。
铁路工程常用英语词汇(2)

铁路工程常用英语词汇(2)铁路工程常用英语词汇旱桥 dry bridge人行桥 foot bridge; pedestrian bridge圬工桥 masonry bridge钢桥 steel bridge铆接钢桥 riveted steel bridge栓焊钢桥 bolted and welded steel bridge全焊钢桥 all welded steel bridge摩擦结合式高强度螺栓 high strength friction grip bolt扭剪式高强度螺栓 torshear type high strength blot螺栓示功扳手 bolt wrench with indicator混凝土桥 concrete bridge钢筋混凝土桥 reinforced concrete bridge预应力混凝土桥 prestressed concrete bridge先张法预应力梁 pretensioned prestressed concrete girder后张法预应力梁 post-tensioned prestressed concrete girder 部分预应力混凝土桥 partially prestressed concrete bridge结合梁桥 composite beam bridge低高度梁 shallow girder无碴无枕梁 girder without ballast and sleeper型钢混凝土梁;劲性骨架混凝土梁 girder with rolled steel section encased in concrete; skeleton reinforced concrete girder 简支梁桥 simply supported beam bridge连续梁桥 continuous beam bridge悬臂梁桥 cantilever beam bridge板桥 slab bridge空心板桥 hollow slab bridge板梁 plate girder工形梁 I-beam箱形梁 box girder槽形梁 trough girder桁架 truss拆装式桁架 demountable truss刚架桥;刚构桥 rigid frame bridge斜腿刚架桥;斜腿刚构桥strutted beam bridge; slant-legged rigid frame bridge悬板桥;悬带桥 stressed ribbon bridge悬索桥;吊桥 suspension bridge斜拉桥 cable-stayed bridge浮桥 pontoon bridge; floating bridge; bateau bridge拱桥 arch bridge固端拱;无铰拱 fixed-end arch双铰拱 two-hinged arch三铰拱 three-hinged arch实腹拱 spandrel-filled arch; solid-spandrel arch空腹拱 open-spandrel arch双曲拱 two-way curved arch; cross-curved arch系杆拱;柔性系杆刚性拱 tied arch榔格尔式桥;刚性系杆柔性拱桥Langer bridge; flexible arch bridge with rigid tie洛泽式桥;直悬杆式刚性拱刚性梁桥Lohse bridge; rigid arch bridge with rigid tie and vertical sespenders尼尔森桥 Nielsen systen bridge尼尔森式骆泽梁桥;斜悬杆式刚性拱梁桥Nielsen type Lhse bridge; rigid arch bridge with fighd tie and inclined suspenders 活动桥 movable bridge竖旋桥 bascule bridge平旋桥 swing bridge升降桥 lift bridge正交桥 right bridge斜交桥 skew bridge曲线桥 curved bridge曲梁 curved beam特大桥 super maior bridge大桥 major bridge中桥 medium bridge小桥 minor bridge单线桥 single track bridge双线桥 double track bridge多线桥 multi-track bridge正桥; 主桥 main bridge引桥 approach spans上承式桥 deck bridge半穿式桥;中承式 half through bridge; midheight deck bridge 下承式桥 through bridge双层桥 double-deck bridge永久性桥 permanent bridge临时性桥;便桥 temporary bridge跨径;跨度 span净跨 clear spam桥梁全长 overall length of bridge桥下净空 underneath clearance主梁中心距 center to center distance between main girder 节间长度 panel length梁高 depth of girder拱度 camber挠度 deflection节间 panel锚跨;锚孔 anchor span悬跨;吊孔 suspended span桥梁上部结构 superstructure腹板 web plate翼缘 flange翼缘板 flange plate弦杆 chord member腹杆 web member斜杆 diagonal member竖杆 vertical member吊杆 suspender hanger加劲杆 stiffener节点 panel point节点板 gusset plate拼接板 splice plate缀条 lacing bar缀板 stay plate; tie plate侧向水平联结系 lateral bracing横联 sway bracing制动撑架 braking bracing桥门架 portal frame纵梁 stringer横梁 floor beam; transverse beam桥面系 floor system端横梁 end floor beam起重横梁 jacking floor beam梁端缓冲梁 auxiliary girder for controlling angle change应变时效 strain ageing碳当量 carbon equivalent双壁钢围堰钻孔基础double wall steel cofferdam boredfoundation预制钢壳钻孔基础 prefabricated steel shell bored foundation 泥浆套沉井法 slurry jacket method for sinking caisson空气幕沉井法 air curtain method for sinking caisson沉箱基础 pneumatic caisson foundation管柱基础 tubular column foundation桩基础 pile foundation预制桩 precast pile就地灌注桩cast-in-place concrete pile; cast-in-situ concrete pile螺旋喷射桩 auger injected pile摩擦桩 friction pile支承桩 bearing pile钻孔桩 bored pile挖孔桩 dug pile钢桩 steel pile钢管桩 steel pipe pile钢板桩 steel sheet pile板桩 sheet pile木桩 timber pile钢筋混凝土桩 reinforced concrete pile砂桩 sand pile挤密砂桩 sand conpaction pile流砂 quick sand; drift sand送桩 pile follower试桩 test pile斜桩 batter pile; raking pile; spur pile护筒 pile casting重锤夯实法 heavy tamping method灰土换填夯实法mothod of lime-soil replacement andtamping灌注水下混凝土underwater concreting; concreting with tremie method导流建筑物 regulating structure丁坝;挑水坝 spur dike顺坝 longitudinal dam河床铺砌 river bed paving码头 wharf排架 bent脚手架 scaffold悬空脚手架 hanging stage; hanging scaffold铁路涵洞 railway culvert涵洞孔径 aperture of culvert管涵 pipe culvert箱涵 box culvert拱涵 arch culvert盖板涵 slab culvert无压力涵洞 inlet unsubmerged culvert压力式涵洞 outlet submerged culvert半压力式涵洞 inlet submerged culvert明渠 open channel; open ditch; open drain倒虹吸管 inverted siphon潮汐河流 tidal river淤积 silting; siltation流冰 ice drift铁路轮渡 railway car ferries轮渡站 ferry station轮渡栈桥 ferry trestle bridge渡轮 ferry boat轮渡引线;轮渡斜引道 ferry slip铁路隧道 railway tunnel山岭隧道 mountain tunnel越岭隧道 over mountain line tunnel水下隧道;水地隧道 subaqueous tunnel; underwater tunnel地铁隧道 subway tunne; underground railway tunnel浅埋隧道shallow tunnel; shallow-depth tunnel; shallow burying tunnel深埋隧道deep tunnel; deep-depth tunnel; deep burying tunnel单线隧道 single track tunnel双线隧道 double track tunnel多线隧道 multiple track tunnel车站隧道 station tunnel地铁车站 subway station; metro station特长隧道 super long tunnel长隧道 long tunnel中长隧道 medium tunnel短隧道 short tunnel隧道群 tunnel group地铁工程 subway engineering; metro engineering洞口 tunne ladit; tunnel opening隧道进口 tunnel entrance隧道出口 tunnel exit迎坡;正面坡 front slope洞门 tunnel portal洞门框 tunnel portal frame端墙式洞门 end wall tunnel portal柱式洞门 post tunnel portal翼墙式洞门 wing wall tunnel portal耳墙式洞门 ear wall tunnel portal台阶式洞门 bench tunnel portal正洞门 orthonormal tunnel portal; straight tunnel portal斜洞门 skew tunnel portal明洞门 open-cut-tunnel portal; gallery portal衬砌 lining拱圈 arch边墙 side wall仰拱 invert; inverted arch底板 floor整体式衬砌 integral lining装配式衬砌 precast lining; prefabricated lining模筑衬砌 moulded lining洞口段衬砌 lining of tunnel portal section偏压衬砌unsymmetrically loading lining; eccentrically compressed lining组合衬砌;复合衬砌 composite lining初期支护 primary support二次衬砌 secondary lining隔离层 isolation layer喷锚衬砌 shorcrete bolt lining下锚段衬砌;接触网锚段衬砌 anchor-section lining挤压混凝土衬砌 extruding concrete tunnel lining隔热层 thermal insulation layer明洞 open-cut tunnel; tunnel without cover; gallery拱形明洞arch open cut tunnel; arch tunnel without cover; arch gallery棚洞 shed tunnel; shed gallery路堑式明洞 cut-type open cut tunnel; cut-type tunnel without cover; cut-type gallery半路堑式明洞part cut-type open cut tunnel; part cut-typetunnel without cover; part cut-type gallery抗滑明洞anti-skid-type open cut tunnel; anti-skid-type tunnel without cover; anti-skid-type gallery盖板式棚洞 slab shed tunnel; slab shed gallery刚架式棚洞 framed shed tunnel; framed shed gallery悬臂式棚洞 cantilever shed tunnel; cantilever shed gallery隧道专家系统 expert system of tunnel围岩 surrounding rock围岩压力 pressure of surrounding rock地层压力 ground pressure; stratum pressure松弛压力 relaxation pressure形变压力 deformation pressure围岩自承能力 self-supporting capacity of surrounding rock坑道自稳时间 self-stabilization time of tunnel弹性抗力 elastic resistance灌浆压力 grouting pressure。
土木工程专业Reinforced-Concrete钢筋混凝土大学毕业论文外文文献翻译及原文

毕业设计(论文)外文文献翻译文献、资料中文题目:钢筋混凝土文献、资料英文题目:Reinforced Concrete文献、资料来源: __________________________ 文献、资料发表(出版)日期: _____________________ 院(部):专业:_________________________________________ 班级:_________________________________________ 姓名:_________________________________________ 学号:_________________________________________ 指导教师:翻译日期:2017.02.14外文文献翻译Reinforced ConcreteCon crete and rein forced con crete are used as build ing materials in every coun try. In many, in clud ing the Un ited States and Can ada, rein forced con crete is a dominant structural material in engin eered con structi on.The uni versal n ature of rein forced con crete con structi on stems from the wide availability of rei nforci ng bars and the con stitue nts of con crete, gravel, sand, and cement, the relatively simple skills required in con crete con structi on, and the economy of rein forced con crete compared to other forms of con structi on. Con crete and rein forced con crete are used in bridges, build ings of all sorts un dergro und structures, water tan ks, televisi on towers, offshore oil explorati on and product ion structures, dams, and eve n in ships.Rein forced con crete structures may be cast-i n-place con crete, con structed in their fin al locatio n, or they may be precast con crete produced in a factory and erected at the con structi on site. Con crete structures maybe severe and functional in design, or the shape and layout and be whimsical and artistic. Few other buildi ng materials off the architect and engin eer such versatility and scope.Con crete is stro ng in compressi on but weak in tension. As a result, cracks develop whe never loads, or restrai ned shri nkage of temperature changes, give rise to tensile stresses in excess of the tensile strengthof the con crete. In a pla in con crete beam, the mome nts about the n eutral axis due to applied loads are resisted by an internal tension-compression couple involving tension in the concrete. Such a beamfails very suddenly and completely when the first crack forms. In a reinforced concrete beam, steel bars are embedded in the con crete in such a way that the tension forces n eeded for mome nt equilibrium after the con crete cracks can be developed in the bars.The con structi on of a rein forced con crete member invo Ives build ing a from of mold in the shape of the member being built. The form must be strong eno ugh to support both the weight and hydrostatic pressure of the wet concrete, and any forces applied to it by workers, concrete buggies,wind, and so on. The reinforcement is placed in this form and held in place duri ng the con cret ing operati on. After the con crete has harde ned, the forms are removed. As the forms are removed, props of shores are in stalled to support the weight of the con crete un til it has reached sufficie nt stre ngth to support the loadsby itself.The designer must proportion a concrete memberfor adequate strengthto resist the loads and adequate stiffness to prevent excessive deflecti ons. In beam must be proporti oned sothat it can be con structed.For example, the reinforcement must be detailed so that it can beassembled in the field, and since the con crete is placed in the form after the rei nforceme nt is inplace, the con crete must be ableto flow around,between, andpast the reinforcement to fill all parts of the form completely.The choice of whether a structure should be built of concrete, steel, masonry, or timber depends on the availability of materials and on a number of value decisions.The choice of structural system is made by thearchitect of engineer early in the design, based on the followingcon siderati ons:1. Economy. Freque ntly, the foremost con sideratio n is the overall const of the structure. This is, of course, a fun cti on of the costs ofthe materials and the labor necessary to erect them. Frequently, however, the overall cost is affected as much or more by the overall con structi on time since the con tractor and owner must borrow or otherwise allocate money to carry out the con struct ion and will not receive a retur n on this investment until the building is ready for occupancy. In a typical large apartme nt of commercial project, the cost of con struct ion financing willbe a significant fraction of the total cost. As a result, financial savings due to rapid con structi on may more tha n offset in creased material costs. For this reas on, any measures the desig ner can take to sta ndardize the desig n and forming will gen erally pay off in reduced overall costs.In many cases the Ion g-term economy of the structure may be more importa nt tha n the first cost. As a result, maintenance and durability are importa nt con siderati on.2. Suitability of material for architectural and structural function.A rein forced con crete system freque ntly allows the desig ner to comb ine the architectural and structural functions. Con crete has the adva ntage that it is placed in a plastic con diti on and is give n the desired shapeand texture by meansof the forms and the finishing techniques. This allows such elements ad flat plates or other types of slabs to serve as load-bearingelements while providing the finished floor and / or ceiling surfaces. Similarly, rein forced con crete walls can providearchitecturally attractive surfaces in addition to having the ability to resist gravity, wind, or seismic loads. Fin ally, the choice of size of shape is governed by the designer and not by the availability of standard manu factured members.3. Fire resista nee. The structure in a buildi ng must withsta nd theeffects of a fire and rema in sta nding while the build ing is evacuated and the fire is exti nguished. A con crete buildi ng in here ntly has a 1- to 3-hour fire rat ing without special fireproofi ng or other details. Structural steel or timber build ings must be fireproofed to atta in similar fire ratin gs.4. Low maintenan ce. Con crete members in here ntly require less maintenance than do structural steel or timber members. This is particularly true if den se, air-e ntrained con crete has bee n used forsurfaces exposed to the atmosphere, and if care has bee n take n in the desig n to provide adequate drain age off and away from the structure. Special precauti ons must be take n for con crete exposed to salts such as deici ng chemicals.5. Availability of materials. Sand, gravel, ceme nt, and con cretemixi ng facilities are very widely available, and rein forci ng steel canbe tran sported to most job sites more easily tha n can structural steel. As a result, re in forced con crete is freque ntly used in remote areas.On the other hand, there are a nu mber of factors that may cause one to selecta material other tha n rein forced con crete. These in clude:1. Low tensile strength. The tensile strength concrete is much lower than its compressive strength ( about 1/10 ), and hence concrete is subject to crack ing. In structural uses this is overcome by using rei nforceme nt to carry ten sile forces and limit crack widths to with in acceptable values. Un less care is take n in desig n and con struct ion, however, these cracks maybe unsightly or mayallow penetration of water. Wherthis occurs, water or chemicals such as road deicing salts may cause deterioration or stai ning of the con crete. Special desig n details are required in such cases. In the case of water-retai ning structures, special details and /of prestress ing are required to preve nt leakage.2. Forms and shori ng. The con structi on of a cast-i n-place structureinvo Ives three steps not encoun tered in the con struct ion of steel or timberstructures. These are ( a ) the con struct ion of the forms, ( b ) the removal of these forms, and (c) propp ing or shori ng the new con crete to support its weight until itsstrength is adequate. Each of these steps invoIves labor and / or materials, which are not necessary with other forms of con structi on.3. Relatively low strength per unit of weight for volume. Thecompressive strength of concrete is roughly 5 to 10%that of steel, while its unit den sity is roughly 30% that of steel. As a result, a con cretestructure requires a larger volume and a greater weight of material than does acomparable steel structure. As a result, Iong-span structures are ofte n built from steel.4. Time-depe ndent volume cha nges. Both con crete and steelundergo-approximately the same amount of thermal expansionandcon tracti on. Because there is less mass of steel to be heated or cooled, andbecause steel is a better con crete, a steel structure is gen erallyaffected by temperature cha nges to a greater exte nt tha n is a con crete structure.On the other hand, con crete un dergoes fryi ng shri nkage, which, if restrained, may cause deflections or cracking. Furthermore, deflecti ons will tend to in crease with time, possibly doubli ng, due to creep of the con crete un der susta ined loads.In almost every branch of civil extensiveuse is made of reinforced foundations.Engineers and architects reinforced con crete desig n throughout theirprofessi onal careers. Muchof this text is directly concerned with the behavior and proporti oningof components that makeup typical reinforced concrete structures-beams, colu mns, and slabs. Once the behavior of these in dividual eleme nts is un derstood, the desig ner will have the backgro und to an alyze and desig n a wide range of complex structures, such as foun datio ns, buildi ngs, and bridges, composed of these eleme nts.Si nee rei nforced concrete is a no homogeneous material that creeps, shri nks,and cracks, its stresses cannot be accurately predicted by the traditi onal equati ons derived in a course in stre ngth of materials forhomoge neous elastic materials. Much of rein forced con crete desig n in thereforeempirical, i.e., design equations and design methods are based on experime ntal and engineering and architecture con crete for structures and requires basic knowledge oftime-proved results in stead of being derived exclusively from theoretical formulati ons.A thorough un dersta nding of the behavior of rein forced con crete will allow the desig ner to con vert an otherwise brittle material into tough ductile structural elements and thereby take advantage of concrete ' s desirable characteristics, its high compressive stre ngth, its fire resista nee, and its durability.Concrete, a stone like material, is madeby mixing cement, water, fine aggregate ( often sand ), coarse aggregate, and frequently other additives (that modify properties ) into a workable mixture. In its un harde ned or plastic state, concrete can be placed in forms to produce a large variety of structural eleme nts. Although the harde ned con crete by itself, i.e., without any rein forceme nt, is stro ng in compressi on, it lacks ten sile stre ngth and therefore cracks easily. Because unrein forced con crete is brittle, it cannot undergo large deformations under load and fails sudde nly-without warni ng. The additi on fo steel rein forceme nt to the con crete reduces the n egative effects of its two prin cipal in here nt weaknesses, its susceptibility to cracking and its brittleness. Whenthe rein forceme nt is stro ngly bon ded to the con crete, a strong, stiff, and ductile con struct ion material is produced. This material, calledrei nforced con crete, is used exte nsively to con struct foun dati ons,structural frames, storage takes, shell roofs, highways, walls, dams, canals, and innumerable other structures and building products. Twoother characteristics of concrete that are present even when concrete is rein forced are shri nkage and creep, but the n egative effects of these properties can be mitigated by careful desig n.A code is a set tech ni cal specificati ons and sta ndards that con trol importa nt details of desig n and con struct ion. The purpose of codes it produce structures so that the public will be protected from poor of in adequate and con struct ion.Two types f coeds exist. One type, called a structural code, is orig in ated and con trolled by specialists whoare concerned with the proper use of a specific material or who are invo Ived with the safe desig n of a particular class of structures.The sec ond type of code, called a build ing code, is established to cover con struct ion in a give n region, ofte n a city or a state. The objective of a build ing code is also to protect the public by acco un ti ng for the in flue nee of the local en vir onmen tal con diti ons on con structi on. For example, local authorities may specifyadditional provisions toaccount for such regional conditions as earthquake, heavy snow, ortorn ados. Nati onal structural codes gen rally are in corporated into local build ing codes.The America n Con crete In stitute ( ACI ) Buildi ng Code coveri ng the desig n of rein forced con crete build in gs. It contains provisi ons coveri ngall aspects of re in forced con crete manu facture, desig n, and con structi on. It includes specifications on quality of materials, details on mixing andplacing concrete, design assumptions for the analysis of continuous structures, and equati ons for proporti oning members for desig n forces.All structures must be proporti oned so they will not fail or deform excessively un der any possible con diti on of service. Therefore it is important that an engineer use great care in anticipating all the probable loads to which a structure will be subjected duri ng its lifetime.Although the desig n of most members is con trolled typically by dead and live load acting simultaneously, consideration must also be given tothe forces produced by wind, impact, shrinkage, temperature change, creep and support settleme nts, earthquake, and so forth.The load associated with the weight of the structure itself and its perma nent comp onents is called the dead load. The dead load of con crete members, which is substantial, should never be neglected in design computations. The exact magnitude of the dead load is not known accurately un til members have bee n sized. Since some figure for the dead load must be used in computations to size the members, its magnitude must be estimated at first. After a structure has been analyzed, the memberssized, and architectural details completed, the dead load can be computed more accurately. If the computed dead load is approximately equal to the initial estimate of its value ( or slightly less ), the design is complete,but if a significant differenee exists between the computed and estimated values of dead weight, the computations should be revised using an improved value of dead load. An accurate estimate of dead load is particularly importa nt whe n spa ns are long, say over 75 ft ( 22.9 m ),because dead load con stitutes a major porti on of the desig n load.Live loads associated with building use are specific items of equipme nt and occupa nts in a certa in area of a build ing, buildi ng codes specify values of un iform live for which members are to be desig ned.After the structure has bee n sized for vertical load, it is checkedfor wi nd in comb in ati on with dead and live load as specified in the code. Windloads do not usually con trol the size of members in buildi ng lessthan 16 to 18 stories, but for tall buildings wind loads becomesignificant and cause large forces to develop in the structures. Under these conditions economycan be achieved only by selecting a structural system that is able to tran sfer horiz on tal loads into the ground efficie ntly.钢筋混凝土在每一个国家,混凝土及钢筋混凝土都被用来作为建筑材料。
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REINFORCED CONCRETE BRIDGES Course Code: 13CE1151L T P C
4003
Course Educational Objectives:
✤To impart overall knowledge of about the analysis and design of RC bridges.
✤To familiarize student with the knowledge of bridge sub structure and bearings.
Course Outcomes:
✤Students should be able to design slab bridges, box culverts and T-beam bridges.
UNIT-I(14 Lectures) GENERAL CONSIDERATIONS FOR ROAD BRIDGES:
Introduction – Site selection – Soil exploration for site – Selection of bridge type – Economical span – Number of spans – Determination of HFL – General arrangement drawing.
STANDARD SPECIFICATIONS FOR ROAD BRIDGES :
Width of carriageway- Clearances- Loads to be considered- Dead load – I.R.C. standard live loads- Impact effect- Review of I.R.C. loadings-Application of live loads on deck slabs – Wind load – Longitudinal forces- Centrifugal forces- Horizontal forces due to water currents –Buoyancy effect- Earth pressure.
UNIT-II(12 Lectures) CULVERTS:
Introduction, analysis and design of box culverts- slab culverts – pipe culverts- Reinforcement detailing and bar bending schedule need to be
prepared.
UNIT-III(12 Lectures) REINFORCED CONCRETE T-BEAM BRIDGES :
Introduction – Analysis and design of T – Beam girder bridges-Reinforcement detailing and bar bending schedule need to be prepared. UNIT-IV( 12 Lectures) DESIGN OF SUBSTRUCTURE:
Analysis and Design of Abutments and pier- Reinforcement detailing and bar bending schedule need to be prepared.
BRIDGE BEARINGS: Bearings, forces on bearings, design of elastomeric bearings, basics for selection of bearings, expansion joints, closed joints. UNIT-V(12 Lectures) BRIDGE FOUNDATIONS:
Types of foundations, well foundation – open well foundation, components of well foundation – pile foundations – designs not included- Reinforcement detailing .
TEXT BOOKS:
1.Johnson victor D, “Essentials of Bridge Engineering”, 7th Edition,
Oxford, IBH publishing Co., Ltd., 2006.
2.Ponnu Swamy, “Bridge Engineering”, 4th Edition, Mc Graw-Hill
Publication, 2008.
3.Krishna Raju N., “Design of Bridges”, 4th Edition, Oxford and
IBH Publishing Co., Ltd., 2008.
REFERENCES:
1.Vazirani, Ratvani & Aswani, “Design of Concrete Bridges”,
5th Edition, Khanna Publishers, 2006.
2.Jagadish T.R. & M.A. Jayaram, “Design of Bridge Structures”,
2nd Edition, 2009.
3.Swami Saran, “Analysis and Design of sub-structures”,
2nd Edition, Oxford IBH Publishing co ltd., 2006.
pqr。