美国标准ACI中文版汇总

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美国ACI标准中英文目录选好

之标准操作规程
Standard Practice for Selecting Proportions for Structural 结构轻质混凝土配合比确定之标准操作
Lightweight Concrete
规程
Guide for Selecting Proportions for No-Slump Concrete 无坍落度混凝土配合比选用指南
107 ACI 336.2R
2007.04.01
1997.01.01
1996.01.01
1996.01.01
2000.01.01
2006.01.01 1990.01.01 1988.01.01 1998.01.01 2001.01.01 2000.01.01 2005.01.01 2005.01.01 2009.11.01 2009.12.01 1995.01.01 2001.01.01
在役混凝土目力检测实施指南
Service
Guide to Durable Concrete
耐用混凝土指南
Guide to Mass Concrete
大体积混凝土指南
Report on Thermal and Volume Change Effects on Cracking of Mass Concrete
Materials Guide for Submittal of Concrete Proportions
混凝土配合比提交指南
Chemical Admixtures for Concrete
混凝土化学添加剂
Guide for the Use of High-Range Water-Reducing Admixtures (Superplasticizers) in Concrete

《美国混凝土结构设计规范》ACI-318-05中文版

ACI318M-05美国混凝土结构建筑规范和注释ACI 318M-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY混凝土结构设计规范前言这份文件的规范部分包括使用在建筑上的混凝土结构的设计和施工以及在非建筑结构上的适用部位。

其中包括：图纸和施工说明；检验；材料；耐久性要求；混凝土质量，搅拌和浇筑；模板；内置管道；施工缝；配筋；分析和设计；强度和适用性；弯曲和轴向荷载；剪切和扭转；钢筋的锚固和连接；楼板系统；墙；基础；预制混凝土；组合受弯构件；预应力混凝土；壳体和折板式构件；现有结构的强度评估；抗震设计；结构素混凝土；支撑和联系模型（附录A）；替代设计（附录B）；反复荷载和强度折减系数（附录C）；和混凝土的锚固（附录D）。

工程使用材料的质量和检验必须参照适当的美国材料与试验协会标准的规格。

钢筋的焊接必须参照适当的美国国家标准协会或美国焊接协会标准。

本规范作为一般建筑规范的参考，而且过去的版本已经在这一方面广泛的使用。

本规范是以一种特定的格式写成的，从而使得它参考的部分无须以规范的语言来描述。

因此，这本规范没有包括任何背景的详细描述，执行规范要求的建议以及规范的目的。

而规范的注释部分则是为此目的而服务的。

为了强调给出新的或者修订规定的解释，协会对于规范的一些看法也在注释里有所讨论。

而规范中引用的大多数研究数据则是为了广大使用者更详细的学习、参考之用。

同时，其他的一些关于执行规范要求的建议性文件也被引用到规范中。

关键字：外加剂；骨料；锚固（结构的）；梁柱框架；横梁（支承）；建筑规范；水泥；冬期施工；柱（支承）；组合应力；组合结构（混凝土和钢）；组合结构（混凝土）；抗压强度；混凝土施工；混凝土；混凝土板；施工缝；连续性（结构的）；伸缩缝；保护层；养护；深梁；挠度；图则；抗震结构；预埋设备管道；弯矩；楼面；折板；基础；模板（施工）；框架；暑期施工；检查；分隔缝；接缝（连接处）；搁栅；轻型混凝土；荷载（力）；荷载试验（结构的）；材料；搅拌；配合比；弹性模量；构件；钢管柱；管道；浇筑；素混凝土；预制混凝土；预应力混凝土；预应力钢材；质量控制；钢筋混凝土；钢筋；屋顶；适用性；抗剪强度；剪力墙；壳体（结构类）；跨度；规格；拼接；强度；强度分析；应力；结构分析；结构混凝土；结构设计；结构整体性；T型梁；扭转；墙体；水；焊接钢丝配筋。

美国标准目录查询(中文版)

美国ASTM标准目录查询（中文版）ASTMF（二）ASTMF1788-1997水上泄漏油的现场燃烧标准导则:环境与操作依据ASTMF1789-2002F16机械紧固件标准术语U:[ASTMF1790-1997测量防护服用材料的耐切割的标准试验方法ASTMF1792-1997用于氧气服务的阀门的特殊要求的标准规范ASTMF1793-1997空气或氮服务用自动截流阀（也称为溢流阀）的标准规范ASTMF1794-1997手动、球型阀气体（除氧气）和液压系统标准规范ASTMF1795-1997空气或氮气系统减压阀标准规范ASTMF1796-1997高压探测器标准规范.第1部分:超过600伏交流电压用电容式探测器ASTMF1797-1998绝缘采掘式起重机声音发射试验的标准试验方法ASTMF1798-1997脊椎关节固定术植入用互连接装置和子配件的静态和疲劳特性评价的标准指南ASTMF1799-1997船上生成废物管理审核的标准指南ASTMF1800-1997整体膝关节替代物的医疗胫骨盘成分的周期疲劳试验的标准试验方法ASTMF1801-1997金属植入物腐蚀疲劳试验的标准操作规程ASTMF180-1994电子装置用细金属线和带状金属线密度的测试方法ASTMF1802-1997溢流阀性能测试标准试验方法ASTMF1803-1997基于可控内径的聚氯乙烯封闭异形重力管的标准规范ASTMF1804-1997测定牵引装配时聚乙烯气管可允许抗拉荷载的标准规程ASTMF1805-1998在覆雪或覆冰表面测定单轮直线驱动摩擦力的标准试验方法ASTMF1806-1997轮胎试验操作标准规程.基准轮胎用基本概念和术语ASTMF1807-1999DSR9交联聚乙烯（PEX）管用的使用卷制铜环的金属内插件标准规范ASTMF1808-1997水面舰艇重量控制技术要求的标准指南ASTMF1809-1997硅光滑结构缺陷用浸蚀溶液的选择与使用标准导则ASTMF1810-1997择优统计硅片侵蚀或表面缺陷的标准试验方法ASTMF1811-1997从表面轮廓数据估测功率谱密度函数和有关的精整参数的标准指南ASTMF1812-1997测定薄膜开关ESD屏蔽有效性的标准试验方法ASTMF1813-2001外科植入用锻压的钛-12钼-6锆-2铁合金（UNSR58120）的标准规范ASTMF1814-1997评价髋部和膝关节连接部件模数的标准指南ASTMF1815-1997小型高尔夫球场绿呢和运动场草地区的饱和水渗透性、水分保持、孔隙率、颗粒密度和体密度的标准试验方法ASTMF1816-1997儿童外上衣上综线的标准安全规范ASTMF1817-1997运输带式烘箱性能的标准试验方法ASTMF1818-1997链锯脚部保护的标准规范ASTMF1819-1998用机械压力技术测定防护服装材料抗人造血渗透性的标准试验方法ASTMF18-1964电子设备用玻璃金属底板评定规范和试验方法ASTMF1820-1997测定模数碟状体设备轴向拆解力的标准试验方法ASTMF1821-1997婴儿床标准使用安全规范ASTMF1822-1997不足尺寸婴儿叠木框的使用安全规范ASTMF1823-1997水上救援人员漂浮装置的标准指南ASTMF1824-1997水上救援者工作状况的标准指南-Ⅱ级ASTMF1825-1997固定长度夹杆式带电工具的标准规范ASTMF1827-1997与食品加工设备有关的标准术语ASTMF1828-1997输尿管展伸的标准规范ASTMF1829-1998静态评价剪切中关节窝锁紧结构的标准试验方法ASTMF1830-1997评价玻璃试管内血泵用血液的选择的标准操作规程ASTMF1831-1997颅骨牵引钳和晕轮外部脊椎固定装置的标准规范ASTMF1832-1997测定射箭弓压下和下降的标准试验方法ASTMF1833-1997跑鞋后脚运动控制特性比对的标准试验方法ASTMF1834-1998作为陆上减少化学污染物方法的厌氧生物治疗状况的标准指南ASTMF1835-1997电缆编接装置的标准指南ASTMF1836M-1997填料管、尼龙和包装配件的标准规范ASTMF1837M-1997热缩电缆引入密封的标准规范（公制）ASTMF1838-1998户外用儿童塑料椅的标准性能要求ASTMF1839-2001测试矫形装置和仪器的标准物质用硬质聚氨酯泡沫的标准规范ASTMF1840-1998外科缝合针的标准术语ASTMF1841-1997连续流动血泵里溶血评定的标准操作规程ASTMF1842-1997测定薄膜开关的塑料基质上油墨或涂层粘附的标准试验方法ASTMF1843-1997薄膜开关涂覆层上抛光光泽测量用透明塑料薄膜的样品制备的标准指南ASTMF1844-1997用非接触式涡流计测量平板显示器制造用薄膜导体耐力的标准操作规程ASTMF1845-1997用高质量减少辉光放电质谱仪测量电子级铝铜、铝硅和铝铜硅中微量金属杂质的标准试验方法ASTMF1846-1998与陆上搜寻图一起使用的符号和标志的标准操作规程ASTMF1847-1998演示搜寻和援救狗和管理人员的最低技能的标准指南ASTMF1848-1998搜寻和援救狗群/队的标准分类ASTMF1850-1998麻醉操作工位及其部件的特殊要求的标准规范ASTMF1851-1998条码验证标准操作规程ASTMF1852-2000120/105ksi最小抗张强度热处理拧松式张力控制结构螺栓/螺母/垫圈配件的标准规范ASTMF1853-1998测量睡袋填充量的标准试验方法ASTMF1854-2001医用植入物上多孔覆层的立体测量评价的标准试验方法ASTMF1856-1998测定打印机盒式存储器的调色剂使用的标准操作规程ASTMF1857-2001与喷墨打印机及其打印的图像有关的标准术语ASTMF1858-1998户外用带有可调节背或活动靠背结构的多位塑料椅的标准性能要求ASTMF1859-1998无内层的橡胶薄楼板的标准规范ASTMF1860-1998有内层的橡胶薄楼板的标准规范ASTMF1861-1998弹性墙座的标准规范ASTMF1862-1998医疗面具抗人造血渗透的标准试验方法（以已知速率固定量的水平投影）ASTMF1863-1998测量夜视镜透明部件的加权过滤系数的标准试验方法ASTMF1864-1998光学和红外透明材料及覆层的耐尘土腐蚀的标准试验方法ASTMF1865-1998交联聚乙烯管用带压缩套筒的机械冷膨胀插入配件的标准规范ASTMF1866-1998壁厚40的聚氯乙烯塑料排水管和排水、排渣和放气加工配件的标准规范ASTMF1867-1998现存排水道和管线修复用A型折叠/成型聚氯乙烯管安装的标准操作规程ASTMF1868-1998用焊接热板测定服装材料耐热和耐蒸发的标准试验方法ASTMF1869-1998用无水氯化钙测量混凝土底层地板湿气发散率的标准试验方法ASTMF1870-1999在滞留和校正设备中评定选择装饰家具的着火试验方法的标准指南ASTMF1871-1998现存下水道和管线修复用A型折叠/成型聚氯乙烯管的标准规范ASTMF1872-1998化学海岸线清洁剂使用的标准指南:环境和操作研究ASTMF1873-1998外科植入用高纯度密集三氧化二钇四氧化锆多晶体的标准规范ASTMF1874-1998外科缝合用针的弯曲试验的标准试验方法ASTMF1875-1998模块植入接口的磨损侵蚀试验的标准操作规程:脊股骨孔和锥体锥形接口ASTMF1876-1998外科植入用聚醚酮醚二酮树脂的标准规范ASTMF1877-1998粒子特性的标准操作规程ASTMF1878-1998护航船评价和选择的标准指南ASTMF1879-1998演示搜寻和援救狗驯从和敏捷性的标准指南ASTMF1880-1998测定射箭弓射出百分比的标准试验方法ASTMF1881-1998测量棒球球棒能的标准试验方法ASTMF1882-1998家用篮球系统的标准规范ASTMF1883-1998美国线规或米制装置中导线和电缆选择的标准操作规程ASTMF1884-1998测定包装材料中剩余溶剂的标准试验方法ASTMF1885-1998控制干香料、香草类植物及蔬菜作料中病原体和微生物的辐照的标准指南ASTMF1886-1998用目视检验测定医疗包装密封完整性的标准试验方法ASTMF1887-1998测量棒球和垒球回弹系数的标准试验方法ASTMF1888-1998棒球和垒球受压位移的试验方法ASTMF1889-1998箭杆平直度测量的标准指南ASTMF1890-2001垒球棒性能的标准试验方法ASTMF1891-2001雨衣耐电弧和耐火的标准规范ASTMF1892-1998半导体器件电离辐射（总剂量）效应试验的标准指南ASTMF1893-1998测量半导体器件电离剂量率熔蚀的指南ASTMF1894-1998定量分析硅化钨半导体加工膜组分和厚度的标准试验方法ASTMF1895-1998薄膜开关浸没的操作规程ASTMF1896-1998测定印刷传导材料电阻率的试验方法ASTMF1897-1998链锯使用者用护腿的标准规范ASTMF1898-2001婴幼儿用非机动轮式车辆头盔的标准规范ASTMF1899-1998无水压机装配的食品废气物搅碎机的标准规范ASTMF1900-1998用行走模拟器进行鞋靴耐水标准试验方法ASTMF1901-1998屋顶排水系统用聚乙烯管和配件的标准规范ASTMF1903-1998测试体内粒子生物响应的标准操作规程ASTMF1904-1998测试体内粒子生物响应的标准操作规程ASTMF1905-1998选定测定材料产生抗毒性倾向的试验的标准操作规程ASTMF1906-1998用酶标记免疫分析试验、淋巴细胞扩散和细胞移动评价生物配伍中免疫反应的标准操作规程ASTMF1908-1998家用户外游泳池、热浴盆和温泉用栅栏的标准指南ASTMF1909-1998预制开口泡沫橡胶桶和桶衬垫规范ASTMF1910-1998长的有倒刺带状障碍物的标准规范ASTMF1911-1998有倒刺绝缘带装配的标准操作规程ASTMF1912-1998豆袋椅安全标准规范ASTMF1913-1998没有背衬的乙烯基薄楼板覆层的标准规范ASTMF1914-1998弹性楼板覆层的短期陷穴和剩余陷穴的标准试验方法ASTMF1915-1998拘役设施用门窗玻璃的标准试验方法ASTMF1916-1998选择拘役用带涂层链节栅栏结构和圆柱的链节栅栏系统的标准规范ASTMF1917-1999婴儿被垫和有关辅助品的标准使用安全性能规范ASTMF1918-1998软的封闭式游戏设备的标准安全性能规范ASTMF1919-1998单边或双边、自加热、柜台式或固定于燃气或电加热火上的铁盘标准规范ASTMF19-1964镀金属陶瓷密封件抗拉及真空试验方法ASTMF1920-1998架式输送装置、热水消毒和商用洗碟设备的能量性能的标准试验方法ASTMF1921-1998构成挠性腹板密封表面的热塑聚合物和混合物的热封强度（热点焊焊缝）的标准试验方法ASTMF1922-1998道路气动车辆轮胎的标准试验方法ASTMF1923-1998非道路气动低速车辆轮胎的标准试验方法ASTMF1924-1998外直径可控聚乙烯管及管道用塑料机械配件的标准规范ASTMF1925-1998外科植入物用直馏聚（L-乳酸）树脂的标准规范ASTMF1926-1999评价磷酸钙涂层的环境稳定性的标准试验方法ASTMF1927-1998用库仑检测器测定氧气传输率、渗透率和穿透屏蔽材料的受控相对湿度的渗透的标准试验方法ASTMF1928-1998娱乐小型汽车的用户娱乐用的标准安全指南ASTMF1931-1998体操用着地垫和训练用地板面特性的标准试验方法ASTMF1932-1998测量睡袋纺织纤维回弹力的标准试验方法ASTMF1933-1998插图说明背包式或登山用帐蓬触地面积的标准规范ASTMF1934-1998称重背包式或登山用帐蓬的试验方法ASTMF1935-2001测量背包式或登山用帐蓬高度的标准试验方法ASTMF1936-1998现场测量北美足球运动场地减震性能的标准规范ASTMF1937-1998用于马术运动和骑马行驶的身体保护器标准规范ASTMF1938-1998可移动足球球门安全使用指南ASTMF1939-1999耐火服装材料的抗辐射性能的标准试验方法ASTMF1940-2001电镀或涂覆紧固件防氢脆的过程控制检定的标准试验方法ASTMF1941-1998螺纹紧固件上电度覆层的标准规范（统一英制螺纹）ASTMF1941M-2000螺纹紧固件电积层的标准规范ASTMF1942-1998创建测定喷墨打印机用成像供给的油墨成品的试验目标的标准操作规程ASTMF1943-1998测定热质量传递带状产品的动态热响应的标准试验方法ASTMF1944-1998测定由喷墨打印机产生的文本、行和实地版输出质量的标准操作规程ASTMF1945-1998测定曝露于室内荧光照明下的喷墨打印的耐晒性的标准操作规程ASTMF1946-1998测定曝露于室内荧光照明和滤窗日光下的喷墨打印的耐晒性的标准操作规程ASTMF1947-1998现有排水管和管道中有皱褶的聚氯乙烯（PVC）管的安装标准实施规范ASTMF1948-1999外直径可控热塑气体分布管及管道用金属机械配件的标准规范ASTMF1949-1999EMS陆上车辆用医用氧输送系统的标准规范ASTMF1950-1999用旧娱乐车辆和装置传输物理信息的标准规范ASTMF1951-1999测定运动场设备下部和周围的地面系统易维护性的标准规范ASTMF1953-1999网球草场的建设与维护的标准指南ASTMF1955-1999睡袋易燃性的标准试验方法ASTMF1956-1999对救援卡宾枪手的标准规范ASTMF1957-1999复合泡沫材料硬度测定器硬度的标准试验方法ASTMF1961-1999交联聚乙烯（PEX）管用带盘簧的金属冷压扩口式管接头的标准规范ASTMF1962-1999包括渡口在内的障碍物下聚乙烯管道更换时最大水平方向打眼的使用标准指南ASTMF1963-1999敞口式燃气或电的深油煎锅标准规范ASTMF1964-1999压力油炸器和锅状油炸器性能的标准试验方法ASTMF1965-1999台式炉性能的标准试验方法ASTMF1966-1999分面机和使成圆形设备的标准规范ASTMF1967-2001婴儿浴室座椅的标准用户安全规范ASTMF1970-2001聚氯乙烯（PVC）或氯化聚氯乙烯（CPVC）系统中使用的专用工程配件或附属品的标准规范ASTMF1971-1999试验台负荷下轮胎电阻性的标准试验方法ASTMF1972-1999有关蜡烛和相关附件的术语的标准指南ASTMF1973-1999聚乙烯（PE）燃料气分配系统中工厂装配的阳级冒口和过渡配件的标准规范ASTMF1974-2001聚乙烯/铝/聚乙烯和交联聚乙烯/铝/交联聚乙烯复合压力管用金属内插件标准规范ASTMF1976-1999用冲击试验测试运动鞋减震性能的标准试验方法ASTMF1977-1999测定真空吸尘器系统初始部分过滤效率的标准试验方法ASTMF1978-1999用TABER%26lt;SUP%26gt;TM%26lt;SUP%26gt;研磨剂测定金属热喷射涂层的耐磨性的标准试验方法ASTMF1979-1999彩弹球运动用球的标准规范ASTMF1980-2002无菌医疗设备包装的加速老化的标准指南ASTMF1981-1999用于呼吸系统的吸气导管标准规范ASTMF1982-1999用热解吸气相色谱法分析硅晶表面有机污染物的标准试验方法ASTMF1983-1999植入用可吸收和再吸收的生物材料的兼容性评定的标准操作规程ASTMF1984-1999用固体材料测试血浆中整个活性的标准操作规程ASTMF1985-1999气力操作的球形控制阀标准规范ASTMF1986-2001冷热饮用水系统用2型多层管、压合配件和压合接头的标准规范ASTMF1987-2001水硬水泥混凝土和灰浆用乳状和粉末聚合物改良剂的标准规范ASTMF1988-1999户外用带可调节底座的、有或没有活动臂的塑料躺椅的标准性能要求ASTMF1989-1999灭火毛巾标准规范ASTMF1991-1999中式炉灶（镬）性能的标准试验方法ASTMF1995-2000利用薄膜开关剪切力测定表面安装设备（SMD）粘着强度的标准试验方法ASTMF1996-2001薄膜开关电路系统银迁移的标准试验方法ASTMF2001-2001开发电子数据库和船舶安全记录用与船舶有关的技术信息标准指南ASTMF2002-2001麻醉与呼吸设备的相关标准术语ASTMF2002c-2001麻醉与呼吸设备的相关标准术语ASTMF2006-2000非紧急出口和营救窗口用窗下落防护装置的标准安全规范ASTMF2009-2000测定模块化假体锥形连接的轴向拆解力的标准试验方法ASTMF2011-2000游乐车安全和性能的标准规范ASTMF2013-2001用自动静态顶部空间取样设备和带火焰电离检测器的毛细管GC测定聚乙烯对苯二甲酸酯瓶装聚合物中残留乙醛的标准试验方法ASTMF2034-2000层状铺地板油毡的标准规范ASTMF204-1976密封钨丝和钨条表面裂纹的试验方法ASTMF205-1994用称量法测定细金属丝直径的测试方法ASTMF2066-2001外科植入物用锻制钛-15钼合金的标准规范ASTMF2068-2001大腿股假体金属植入物的标准规范ASTMF2072-2001薄膜开关软管洗涤的标准实施规程ASTMF2073-2001薄膜开关无损短路检验的标准试验方法ASTMF2075a-2001置于运动场设备下面和周围的用作运动场安全表面的工程木纤维的标准规范ASTMF2076-2001EMS病人报告关于接收医疗设备的通知的标准实施规程ASTMF2077-2001椎间体融合设备的试验方法ASTMF2078-2001氢脆化试验的相关标准术语ASTMF2079-2001气球反冲力测量的标准试验方法.可膨胀幅度ASTMF2080-2001交联聚乙烯管用带金属压合套筒的冷膨胀配件标准规范ASTMF2081-2001维管展幅尺寸属性的特征描述和表示的标准指南ASTMF2082-2001通过弯曲和自由回复测定镍钛成型记忆合金转变温度的标准试验方法ASTMF2083-2001全膝假体标准规范ASTMF2083a-2001全膝关节假体标准规范ASTMF2084-2001受控环境中安全壳吊杆性能数据采集的标准指南ASTMF2085-2001便携式床围栏的消费者安全标准规范ASTMF2086-2001圆形磁性溅涂靶磁通量的标准试验方法ASTMF2087-2001玻璃纤维编织绳和油绳的包装标准规范ASTMF2088-2001婴幼儿秋千的标准消费者安全规范ASTMF2089-2001语言说明服务的标准指南ASTMF2090-2001带有紧急逃生分离机构的防窗跌落装置的规范ASTMF2090a-2001带有紧急逃生分离机构的防窗跌落装置的规范ASTMF2091-2001碟状体菌柄标准规范ASTMF2092-2001燃气或电对流炉标准规范ASTMF2093-2001搁架式烤炉的性能标准试验方法ASTMF2094-2001氮化硅轴承滚珠标准规范ASTMF2094a-2001氮化硅轴承滚珠标准规范ASTMF2095-2001有或无约束板的无孔挠性包装件压力下降泄漏试验的标准试验方法ASTMF2096-2001通过内部加压（鼓泡试验）检测有孔医用包装毛损的标准试验方法ASTMF2098-2001保证SDR9交联聚乙烯（PEX）管用金属插件安全的不锈钢夹子的标准规范ASTMF2099-2001陆地探查用实测原图的准备和使用时统一横墨卡托投影网格的使用标准指南ASTMF2100-2001医用面罩材料的性能标准规范ASTMF2101-2001用金黄色葡萄球菌的生物气溶胶评定医用面罩材料细菌过滤效果（BFE）的标准试验方法ASTMF2102-2001评定外科植入物用超高分子量聚乙烯加工式样氧化程度的标准指南ASTMF2103-2001作物生物化学和组织工程医疗产品原材料的脱乙酰壳多糖盐的表征和试验标准指南ASTMF2105-2001测量真空吸尘器发动机/风扇系统的空气性能特性的标准试验方法ASTMF2106-2001装有发动机的人力蹋车设计和性能特征评定的标准试验方法ASTMF2107-2001运动场没有草皮部分的建造和维护标准指南ASTMF2108-2001用棱镜对透光部分的检验标准操作规程ASTMF2109-2001测定由于飞行器维修试剂作用于飞行器座舱内部硬表面上而引起的颜色变化和锈蚀的标准试验方法ASTMF2111a-2001测量由于飞行器化学处理引起的对金属的粒间冲击或端面晶粒点蚀的标准实施规范ASTMF2113-2001薄膜电子设备用高纯度金属溅涂靶杂质含量和等级的分析和报告标准指南ASTMF2115-2001装有发动机的人力蹋车的标准规范ASTMF2117-2001球类运动场垂直回弹特性的标准试验方法.声学测量ASTMF2118-2001丙烯水泥材料力控疲劳试验的恒定幅值ASTMF2118a-2001丙烯骨料水泥材料力控疲劳试验恒定幅值的测试方法ASTMF21-1965用雾化试验器作疏水表面薄膜的试验方法ASTMF2120-2001测试Treestand负荷能力的标准实施规程ASTMF2121-2001Treestand标签的标准实施规程ASTMF2122-2001Treestand安全设备的标准实施规程ASTMF2123-2001Treestand说明的标准实施规程ASTMF2124-2001梯形Treestand、三角形Treestand和提升木棍负荷能力试验的标准实施规程ASTMF2125-2001Treestand静态稳定性的标准试验方法ASTMF2126-2001Treestand静态负荷能力的标准试验方法ASTMF2127-2001Treestand粘着力的标准试验方法ASTMF2128-2001Treestand反复荷载能力的标准试验方法ASTMF2129-2001进行循环动电位极化测量以测定小型植入装置的腐蚀敏感性的标准试验方法ASTMF2130-2001测量防护服材料对液体杀虫剂的排斥性、抑制能力和渗透性的标准试验方法ASTMF2132-2001废弃医用针头和其它尖锐物用的容器使用的材料抗穿透性的标准规范ASTMF2133-2001测定钢结构的绝缘船舱壁和甲板的防火效果的标准试验方法ASTMF2135-2001模制排水、污物和通风的短型塑料配件标准规范ASTMF2136-2001测定HDPE树脂或HDPE波纹管抗慢性断裂的凹口恒定带状应力试验的标准试验方法ASTMF2137-2001娱乐骑座设备和娱乐设备动力特性测量的标准实施规范ASTMF2138-2001天然气设备用溢流阀标准规范ASTMF2140-2001食品保温箱性能的标准试验方法ASTMF2141-2001熟食加热装置性能的标准试验方法ASTMF2142-2001抽屉式加热器性能的标准试验方法ASTMF2143-2001冷藏餐具柜和食品准备桌性能的标准试验方法ASTMF2144-2001大的敞口式深油煎锅性能的标准试验方法ASTMF2145-2001外径受控的聚酰胺11管用聚酰胺11（PA11）机械配件标准规范ASTMF2153-2001背负容量测量的标准试验方法ASTMF2154-2001多孔纤维玻璃布面的纤维玻璃吸声板标准规范ASTMF2155-2001扣锁或密封用搭扣和其他固定装置性能的标准规范ASTMF2156-2001利用坐标线斜率测量透明部件中光学失真的标准试验方法ASTMF2160-2001外径受控的实心壁高密度聚乙烯导管标准规范ASTMF2161-2001轴承润滑剂测量仪器及精度的标准指南.第1部分:油ASTMF2162-2001滚针滚柱轴承标准规范:拉制外环、完全配套、无内环、开端和闭端、标准型ASTMF2163-2001带拉制外环的滚针滚柱轴承用轴承内环标准规范ASTMF2167-2001未成年人用弹跳座椅的消费者标准安全规范ASTMF218-1995玻璃应力分析的试验方法ASTMF219-1996电子器件和电灯用细圆丝和扁线的试验方法ASTMF221-1998与复写纸、色带制品以及所产生的图案相关的术语定义ASTMF22-1965用水膜破裂试验作疏水表面薄膜的试验方法ASTMF23-1990热离子发射器温度测量方法的选择ASTMF25-1968电子及类似用途用的清洁室及其它防尘区域空气中粒状杂质的测量和计算方法ASTMF256-1994含有18%或26%铬的铬铁密封合金ASTMF26-1987测定半导体单晶体取向的方法ASTMF269-1960钨丝弯曲度的试验方法ASTMF28-1991光电导衰减测量法测定大块锗和硅中少数载流子寿命的方法ASTMF288-1996电子器件和电灯用钨丝ASTMF289-1996电子设备用钼丝及钼条ASTMF290-1994绕制电子管栅极支线用圆线ASTMF29-1997玻璃与金属密封装置用杜美丝ASTMF301-1991液流的开口瓶取样ASTMF30-1996铁镍密封合金ASTMF302-1978容器中航空航天流体的现场取样ASTMF303-1978元部件中航空航天流体的取样ASTMF306-1970真空吸取技术从航空航天流体用人可进入的储存容器中粒子的取样（一般方法）ASTMF307-1973气体分析用压力气体的取样ASTMF309-1970非冷冻航空航天推进剂的液体取样ASTMF310-1970冷冻的航空航天流体的取样ASTMF311-1997用膜滤器进行粒状污染物分析用航空航天流体样品的处理ASTMF31-199442%镍,6%铬铁密封合金ASTMF312-1997膜滤器上航空流体中颗粒微观大小的测定及计数ASTMF315-1970航空航天流体中焊料和焊剂污染物的识别试验方法ASTMF318-1978处理航空航天流体用无菌室中空气粒子污染物取样ASTMF319-1991航空航天用透明加热元件中裂纹的偏振光检测ASTMF3-2002电子管用镍带标准规范ASTMF320-1994航空和航天透明外壳抗冰雹撞击性的测试方法ASTMF326-1996镀镉工艺用电子氢脆试验方法ASTMF327-1978用自动粒子监控器法对气体排污系统和部件的粒子污染物取样ASTMF328-1998用近向单发散球状粒子材料测定空气中粒子计数器的计数和尺寸的准确度ASTMF330-1989航空航天透明外壳撞鸟试验的试验方法ASTMF331-1972从航空航天部件中提取的卤化溶剂的不挥发残渣的试验方法（使用旋转瞬间蒸发器）ASTMF335-1994与静电复印相关的术语ASTMF336-1997腐蚀作业用非金属包封衬垫的设计和结构的标准实施规程ASTMF339-1971苜蓿叶型中间销ASTMF340-1971导入型医疗用埋头钻ASTMF34-1998柔性阻挡层材料液体提取实验台的结构ASTMF355-2001运动表面系统和材料减震性能的标准试验方法ASTMF356-1975电子和电气设备用氧化铍陶瓷ASTMF357-1978厚膜导体的软钎焊性测定ASTMF358-1983磷化砷化镓片的最大光致发光波长及其相应成分的试验方法ASTMF359-1982四氧化二氮中无应力材料的静态浸渍试验ASTMF360-1982静电办公复制品图象评定ASTMF36-1999垫片材料的压缩性及回弹性的试验方法ASTMF362-1991测定油墨色带消磁性试验方法ASTMF363-1999衬垫的腐蚀试验的标准试验方法ASTMF364-1996电子管用扁平钼丝ASTMF366-1982固定销钉及金属丝ASTMF370-1994近股骨假肢ASTMF371-1983材料与液氧兼容性的试验方法（反应强度法）ASTMF37-2000垫片材料密封性的标准试验方法ASTMF372-1999用红外线探测技术检查挠性隔栅材料水蒸气传递率的试验方法ASTMF373-1982弹性地板覆盖物压纹深度的试验方法ASTMF374-1994用共线四探针列阵法测定硅外延层,扩散层和离子注入层的薄膜电阻的测试方法ASTMF375-1989集成电路引线框材料ASTMF377-1994校准充气轮胎试验用刹车力的测试方法ASTMF381-2001弹簧床（蹦床）的部件、安装、使用和标签的消费者标准安全规范ASTMF38-2000垫片材料蠕变松驰作用的标准试验方法ASTMF382-1999金属骨板的静态弯曲特性的测试方法和标准规范ASTMF383-1973髓内用杆的静态弯曲及扭转试验ASTMF384-1999钉板的静态弯曲试验的试验方法和标准规范ASTMF386-1993表面平坦的弹性地板铺面材料厚度的测试方法ASTMF387-1993带有泡沫层的弹性地板覆盖物厚度测量的方法ASTMF390-1998用共线四探针法对金属薄膜的薄膜耐力的试验方法ASTMF391-1996通过测量稳态硅表面光致电压确定非本征半导体中少数载流子的扩散长度的试验方法ASTMF392-1993挠性阻挡层材料耐挠曲度的试验方法ASTMF394-1978陶瓷基底的双轴抗挠强度（挠折模量）的试验方法ASTMF395-2000真空吸尘器的相关标准术语ASTMF396-2000一次性不能校准的打字机色带比较的标准操作规程。

ACIINTERNATIONAL（ACI）.ACI211.1.--美国混凝土配合比规范

ACIINTERNATIONAL（ACI）.ACI211.1.--美国混凝土配合比规范*************************************************************** *********** USACE / NAVFAC / AFCESA UFGS-03330 (March 2005) ------------------------Preparing Activity: USACE Superseding UFGS-03330 (August 2004) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated 22 December 2004Latest change indicated by CHG tags*************************************************************** ***********SECTION TABLE OF CONTENTSDIVISION 03 - CONCRETESECTION 03330CAST-IN-PLACE ARCHITECTURAL CONCRETE03/05PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 GENERAL REQUIREMENTS1.3.1 Design Requirements1.3.1.1 Concrete Mix1.3.1.2 Formwork Design1.3.2 Detail Drawings1.3.3 PanelsPART 2 PRODUCTS2.1 MATERIALS2.1.1 Aggregates2.1.2 Reinforcing Steel2.1.3 Tie Wire2.1.4 Plates, Angles, Anchors, and Embedments2.1.5 Formwork2.1.6 Form Release Agents2.1.7 Surface SealerPART 3 EXECUTION3.1 FORMWORK ERECTION3.2 CONCRETE FINISHES3.3 JOINT SEALING3.4 CLEANING3.5 SURFACE SEALING3.6 PROTECTION OF WORK3.7 DEFECTIVE WORK-- End of Section T able of Contents --*************************************************************** *********** USACE / NAVFAC / AFCESA UFGS-03330 (March 2005) ------------------------Preparing Activity: USACE Superseding UFGS-03330 (August 2004)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated 22 December 2004Latest change indicated by CHG tags*************************************************************** ***********SECTION 03330CAST-IN-PLACE ARCHITECTURAL CONCRETE03/05*************************************************************** *********** NOTE: This guide specification covers therequirements for cast-in-place architectural concrete.Comments and suggestions on this guide specificationare welcome and should be directed to the technicalproponent of the specification. A listing oftechnical proponents, including their organizationdesignation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted asa Criteria Change Request (CCR).Use of electronic communication is encouraged.Brackets are used in the text to indicate designerchoices or locations where text must be supplied bythe designer.*************************************************************** *********** PART 1 GENERAL1.1 REFERENCES*************************************************************** *********** NOTE: Issue (date) of references included in project specifications need not be more current thanprovided by the latest guide specification. Use ofSpecsIntact automated reference checking isrecommended for projects based on older guidespecifications.*************************************************************** *********** The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.ACI INTERNATIONAL (ACI)ACI 211.1(1991; R 2002) Standard Practice forSelecting Proportions for Normal,Heavyweight, and Mass Concrete ACI 211.2(1998) StandardPractice for SelectingProportions for Structural LightweightConcreteACI 301(1999) Specifications for StructuralConcrete for BuildingsACI 318/318R(2002) Building Code Requirements forStructural Concrete and Commentary ACI 318M/318RM(2002) Metric Building Code Requirements for Structural Concrete and Commentary ACI 347R(2003) Guide to Formwork for Concrete ACI SP-66(2004) ACI Detailing ManualASTM INTERNATIONAL (ASTM)ASTM A 36/A 36M(2004) Carbon Structural Steel1.2 SUBMITTALS*************************************************************** *********** NOTE: Submittals must be limited to those necessary for adequate quality control. The importance of anitem in the project should be one of the primaryfactors in determining if a submittal for the itemshould be required.A “G” following a submittal item indicates that thesubmittal requires Government approval. Somesubmittals are already marked with a “G”. Onlydelete an existing “G” if the submittal item is notcomplex and can be reviewed through the Contractor’sQuality Control system. Only add a “G” if thesubmittal is sufficiently important or complex incontext of the project.For submittals requiring Government approval on Armyprojects, a code of up to three characters withinthe submittal tags may be used following the "G"designation to indicate the approving authority.Codes for Army projects using the ResidentManagement System (RMS) are: "AE" forArchitect-Engineer; "DO" for District Office(Engineering Division or other organization in theDistrict Office); "AO" for Area Office; "RO" forResident Office; and "PO" for Project Office. Codesfollowing the "G" typically are not used for Navyprojects.Submittal items not designated with a "G" areconsidered as being for information only for Armyprojects and for Contractor Quality Control approvalfor Navy projects.SD-04: The materials used in architectural concretevary from one project to another. For mostprojects, samples for all materials are notrequired. A list of suggested samples is givenbelow:Form TiesForm LinersCement ColorsCoarse AggregatesReinforcing ChairsSample panels should not be required for smallprojects.*************************************************************** *********** Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for [ContractorQuality Control approval.] [information only. When used, a designation following the "G"designation identifies the office that will review the submittal for the Government.] The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES: SD-02 Shop DrawingsDetail Drawings.Detail drawings, as specified.SD-04 SamplesMaterialsPanelsMaterials listed below, which shall indicate sizes, shapes,finishes, color, and pertinent accessories: [_____].Sample panels, as specified.1.3 GENERAL REQUIREMENTSAll materials, procedures, and requirements specified in Section 03300A CAST-IN-PLACE STRUCTURAL CONCRETE shall fully apply to cast-in-placearchitectural concrete, except as otherwise specified.1.3.1 Design Requirements1.3.1.1 Concrete Mix*************************************************************** *********** NOTE: If it is determined that the concrete mix requires plasticizers, the requirements will beadded in this paragraph. Slumps for plasticizedconcrete may range as high as 250 mm (10 inches).*************************************************************** ***********The concrete mix shall be designed in accordance with ACI 211.1 and ACI 211.2. The mix design shall include considerationof the finishes required.1.3.1.2 Formwork DesignFormwork design shall conform to ACI 301 and ACI 347R.1.3.2 Detail DrawingsThe Contractor shall submit detail drawings conforming to ACI SP-66 and ACI 318M/318RM ACI 318/318R. Detail drawings shall show location ofcast-in-place elements in the work, building elevations, formworkfabrication details, reinforcements, embedments, dimensions, concretestrength, interface with adjacent materials, and special placinginstructions, in sufficient detail to cover fabrication, placement,stripping, and finishing.1.3.3 PanelsSample panels shall be located as directed, shall be 1.8 m 6 feet long and1.2 m 4 feet high with the thickness to match building conditions for eachtype of architectural concrete and finish. Panel forms shall include a typical joint between form panels, form tie conditions and finishes.Panels shall be protected from weather, and other damage until acceptance of work. Sample panels shall be used as job standards throughoutconstruction.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Aggregates*************************************************************** *********** NOTE: If a specific type or size of aggregate is required for a desired finish, whether it be for afacing mix or the entire thickness, the additionalrequirements will be added in this paragraph.*************************************************************** *********** Aggregates shall conform to [_____].2.1.2 Reinforcing SteelReinforcing steel shall be galvanized if clearance to an exterior face is25 mm 1 inch or less.2.1.3 Tie WireTie wire shall be soft monel or 18-8 stainless steel.2.1.4 Plates, Angles, Anchors, and EmbedmentsPlates, angles, anchors, and embedments shall conform to ASTM A 36/A 36M, and shall be prime painted with inorganic zinc primer.2.1.5 FormworkFormwork for special effects shall be as approved.2.1.6 Form Release AgentsForm release agents shall be manufacturer's standard, nonstaining,nonpetroleum based, compatible with surface sealer finish coating.2.1.7 Surface SealerSurface sealer shall be methyl methacrylate polymer acrylic emulsion, clear color.PART 3 EXECUTION3.1 FORMWORK ERECTIONFormwork shall be erected in accordance with the detail drawings to ensure that the finished concrete members conform accurately to the indicated dimensions, lines, elevations, and finishes. Deflection shall not exceed 1/360th of each component span or distance between adjacent supports.Deflections and tolerance shall not be cumulative. Form lines shall be installed as necessary to provide the required finish. Forms shall be coated with form release agents before reinforcement is placed. Formwork shall conform to ACI 301 and ACI 347R.3.2 CONCRETE FINISHES*************************************************************** *********** NOTE: The types of possible finishes for concrete faces are virtually limitless. The requirements forthe project will be specified in this paragraph.*************************************************************** ***********Concrete finishes shall conform to the approved finishes. Finishing shall be accomplished at the time of concrete placement or immediately after formwork removal, as follows:a. Smooth finish: (1) As cast using flat smooth nonporous forms. (2)As cast using fluted, sculptured, board finish or textured form liners.b. Textured finish: (1) Textured form liners applied to inside offorms. (2) Distress finish by breaking off portion of face of raisedportion of unit.c. Exposed aggregate finish: (1) Finish obtained by applyingevencoat of retardant to face of form, removing forms after concretehardens, and exposing coarse aggregate to a depth of [_____] mm inches by washing and brushing or lightly sandblasting away surface mortar.(2) Finish obtained by treating surface of unit with brushes which havebeen immersed in acid solution.Cast-in-place concrete elements which are to have a finish other than the surface produced from standard formwork, shall be accomplished by using the following procedures: [_____].3.3 JOINT SEALINGJoint sealing shall be as specified in Section 07920 JOINT SEALANTS.3.4 CLEANINGNo sooner than 72 hours after joints are sealed, faces and other exposed surfaces of cast-in-place concrete shall be washed down, cleaned with soap and water applied with a soft bristle brush, then washed down again with clean water, or by other approved procedures. Discolorations which cannot be removed by these procedures, shall be considered defective work.Cleaning work shall be done when temperature and humidity conditions are such that surfaces dry rapidly. Care shall be taken during cleaningoperations to protect adjacent surfaces from damage.3.5 SURFACE SEALINGAfter cleaning, exterior exposed architectural concrete surfaces indicated shall be given one coat of surface sealer, spray applied unless otherwise approved. Adjacent surfaces shall beprotected to prevent damage from the surface sealer.3.6 PROTECTION OF WORKWork shall be protected against damage from subsequent operations.3.7 DEFECTIVE WORKDefective work shall be repaired or replaced, as directed, using approved procedures.-- End of Section --。

美国结构设计规范简介

详见规范第B章节
11
1. 总的设计要求（继续）

宽厚比，高厚比的要求：
截面分类: COMPபைடு நூலகம்CT;NON-COMPACT;SLENDERNESS. AISC允许局部屈曲
12
2. 整体稳定设计要求

稳定设计是钢结构设计的重点稳定设计分为整体稳定设计和构件稳定设计（有效长度系数或计算长度系数是联系两者的桥梁）
Extended End-Plate Moment Connection
42
常见的连接形式：
栓焊连接
Flush End-Plate Moment Connection
43
常见的连接形式：

铰接连接：
端板连接
双角钢连接
刀板连接
44
三、抗震相关内容简介
地震反应修正系数（Seismic response modification coefficient） R >3
支撑框架

特殊中心支撑框架（SCBF); 普通中心支撑框架（OCBF); 偏心支撑框架(EBF); 屈曲约束支撑框架（BRBF）
钢板剪力墙（Special Plate Shear Walls)
53
抗震设计的几个问题

抗震钢结构的材料宽厚比限值, 保护区（Protected Zone) 特殊抗弯框架的一些设计概念
16
P-Delta效应
17
二阶弹性分析方法

一阶弯矩放大法‘B1-B2“法：
其中 GB的公式类似，但缺少B1系数：类似B1的系数出现在：
Cm 为等效弯矩系数
18
直接分析法和有效长度法
19

国外标准组织缩写中英文对照表

国外标准组织缩写中英文对照表·A2LA 美国实验室认可协会·AASHTO 美国国家公路与运输协会标准·AATCC 美国纺织化学师与印染师协会标准·ACI 美国混凝土学会·AGMA 美国齿轮制造商协会标准·AIIM 美国信息与图像管理协会标准·ANSI 美国国家标准·ATIS 美国信息标准·API 美国石油学会标准·ARI 美国空调与制冷学会标准·AS 澳大利亚标准·ASAE 美国农业工程师学会标准·ASHRAE 美国采暖、制冷与空调工程师协会标准·ASME 美国机械工程师协会标准·ASME BPVC 锅炉及压力容器相关标准和法规规范·ASQ 美国质量控制协会标准·ASSE 美国卫生工程学会·ASTM 美国材料与试验协会标准·AWS 美国焊接协会标准·AWWA 美国给水工程协会标准·AACC 美国谷物化学师协会·AAMA 美国建筑制造商协会·AH&MA 美国旅馆和汽车旅馆协会·AISC 美国钢结构协会·AMCA 美国通风与空调协会·AOAC 美国官方分析化学师协会·BHMA 美国建筑小五金制造商协会标准·BOCA 国际职业建筑人员与法规管理人员联合会·B S 英国标准·BIFMA 美国办公家具协会·BISFA 国际人造纤维标准化局·BIMP 国际计量局·BP 英国药典·CECC 欧洲电子元器件协会·CEPT/ETSI/ECMA 欧洲计算机与通讯文档·CFR 美国联邦法规·CGSB 加拿大通用标准委员会标准·CIE 国际照明委员会·CSA 加拿大标准·CAC 国际食品法典委员会·CPSA 日本消费品安全标准·DELPHI 公司标准·DOD 美国国防部标准化文件(含MIL标准) ·DIN 德国标准·EIA 美国电子工业联合会标准·EN 欧洲标准(含欧洲协调标准与欧洲指令)·EP 欧洲药典 2005·EPA 美国联邦环保署·EAAP 欧洲畜产品委员会·FMVSS 美国联邦机动车安全标准·FORD 福特汽车标准·FCC 美国食品、化学品法典·FDA 美国食品药品管理局·GM 美国通用汽车公司标准·GME 欧洲通用汽车公司标准·IAEA 国际原子能机构·ICAO 国际民航组织·ICEA 美国绝缘电缆工程师协会·ICRP 国际辐射防护委员会标准·IEC 国际电工委员会标准·IECQ 国际电工技术委员会质量服务·IEEE 美国电气与电子工程师协会标准·ILO 国际劳工组织·IMO 国际海事组织·IP 英国石油学会标准·IPC 美国电气电路互连与包装学会标准·ISA 美国仪表学会·ISUZU 铃木汽车公司标准·ITU 国际电信联盟标准·IATA 国际航空运输协会·ICC 国际谷物科学和技术协会·ICC 国际法典理事会·ICRU 国际辐射单位和测量委员会·IDF 国际制酪业联合会·IIR 国际制冷协会·IPPC 国际植物保护联盟·ISO 国际标准化组织标准·ISTA 国际种子测试协会·IWTO 国际毛纺组织·JASO 日本汽车标准组织标准·JAS 日本农林标准·JFHA 日本食品卫生协会·JIS 日本工业标准·KS 韩国标准·LR 劳氏船级社标准·MSS 美国阀门和配件工业制造商标准化学会标准·NACE 美国腐蚀工程师协会·NEMA 美国电气制造商协会标准·NF 法国标准·NFPA 美国消防协会标准·NISO 美国国家信息标准组织标准·NSF 美国卫生基金会·OIML 国际法制计量组织·OJ 欧盟政府公告·OHSC 美国职业健康与安全信息服务标准·OIE 国际兽疫防治局·OIV 国际葡萄与葡萄酒局·PMI 美国项目管理协会·PSB 新加坡标准·PERINORM 欧洲标准检索光盘·QS9000 标准·SAE 美国机动工程师协会标准·SSPC 美国钢结构油漆涂料理事会标准·TAPPI 美国制浆造纸技术协会·UIC 国际铁路协会·UL 美国保险商实验室标准·UN/ECE 联合国欧洲经济委员会·US Code 美国法典·USP 美国药典2005·V DA 德国汽车协会·VDI 德国工程师协会·WWP 世界标准检索光盘·WHO 世界卫生组织·WMO 世界气象组织·ГОСТ原苏联标准·日本《现行法规总览》。

美国结构设计规范简介

抗震钢结构 AISC 341
荷载规范ASCE 7简介
ASCE :American Society of Civil Engineers (美国土木工程师学会）
ASCE 7-05 Minimum Design Loads for Building and Other Structures包括:
钢结构设计规范AISC 360
AISC American Institute of Steel Construction（美国钢结构学会）
➢ AISC 360-05 是一本LRFD和ASD合一的规范，但本质上是一本LRFD钢结构设计规范（13th Manual)；
➢ ASD规范是AISC于1989年出版，也是最后一本ASD钢结构设计规范 (ASD 9th Manual)
➢ 荷载组合方式: 极限荷载组合和允许应力荷载组合 ➢ 恒荷载、楼面活荷载、洪水、风、冰、雪、雨荷载 ➢ 地震荷载（场地分类、地震谱、地震荷载计算、地
震荷载组合、抗震体系的选择，地震作用的静力、动力分析等等）
荷载规范ASCE 7简介（接上）
荷载组合方式
Strength design：
Allowable stress design：
稳定设计方法对比
2. 整体稳定设计要求（继续）
限制条件：二阶/一阶位移比Δ2nd / Δ1st ：The ratio of second-order drift
to first-order drift can be represented by B2。
GB50017里同样有：
直接分析法：无限制；有效长度法：B2≤1.5；一阶分析法： B2≤1.5；且轴压比≤0.5 注意：B2的上限为2.5

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RPMN13PACK2013.01.01English346ACI SCG12010.01.01EnglishTitle StatusPreparation of Notation for Concrete Active Specification for Tolerances for Concrete Construction andActive Materials (ACI 117-10) and Commentary (ACI 117R-10)Guide for Tolerance Compatibility in Concrete Construction ActiveSpecification for Tolerances for Concrete Construction andActive Materials (ACI 117M-10) and CommentarySpecification for Tolerances for Concrete Construction andActive Materials (ACI 117M-10) and Commentary (ACI 117RM-10)Guide for Concrete Construction Quality Systems inActive Conformance with ISO 9001Guide to Thermal Properties of Concrete and MasonryActive SystemsInformation Delivery Manual (IDM) for Cast-in-PlaceActive ConcreteGuide for Responsibility in Concrete Construction ActiveGuide for Conducting a Visual Inspection of Concrete inActive ServiceGuide to Durable Concrete Active Guide to Mass Concrete ActiveReport on Thermal and Volume Change Effects on Cracking ofActive Mass ConcretePractices 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Strengthening Concrete andActive Masonry StructuresPrestressing Concrete Structures with FRP Tendons ActiveSpecification for Construction with Fiber-ReinforcedActive Polymer Reinforcing BarsSpecification for Construction with Fiber-ReinforcedActive Polymer Reinforcing BarsSpecification for Carbon and Glass Fiber-ReinforcedActive Polymer Bar Materials for Concrete ReinforcementSpecification for Carbon and Glass Fiber-ReinforcedActive Polymer Bar Materials for Concrete ReinforcementGuide for the Design and Construction of Externally BondedActive Fiber-Reinforced Polymer Systems for StrengtheningUnreinforced Masonry StructuresSpecification for Carbon and Glass Fiber-ReinforcedActive Polymer (FRP) Materials Made by Wet Layup for External Strengthening of Concrete and Masonry StructuresSpecification for Carbon and Glass Fiber-ReinforcedPolymer (FRP) Materials Made by Wet Layup for ExternalActive Strengthening of Concrete and Masonry Structures。

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