郑成河 Gravity(本人根据视频精心修改,最大程度与原版一致)
周培源力学竞赛试题 第六届—第十届
三、趣味单杠(30 分)
单杠运动是奥运会、世界体操锦标赛、世界杯体操比赛中男子体操比赛 项目之一。单杠是体操比赛中最具观赏性的项目，也是观众最喜欢的运动，在 学校和健身场所拥有众多的爱好者，小李和小张就是其中之一。一天，他们准 备在单杠上进行大回环比赛。假设单杠的横杆和立柱均为直径 D=28mm 的钢杆， 弹性模量 E=200GPa，许用应力[σ]=160MPa，横杆长 L=2.4m，立柱高 H=2.6m。 立柱与地面、横杆与立柱之间均为固定联结。假设两人旋转到单杠所在平面内时 的惯性载荷均为 F=1000N，不计人的自重。 1. 试分析两人同步旋转到单杠所在平面内时，结构中的最大应力。 2. 若两人相差 180°旋转到单杠所在平面内，对结构中的最大应力有什么影响。 3. 为提高结构承载能力，有人提出在单杠距地面 0.6m 处增加一个直径 20mm
（1）圆环能自己滚回来的条件是什么？ （2）圆环开始向回滚动直到无滑动地滚动，在此运动过程中，圆环所走过 的距离是多少？ （3）当圆环在水平地面上无滑动地滚动时，其中心的速度大小为 v1，圆环 平面保持在铅垂平面内。试分析圆环碰到高为 h(h < r )的无弹性台阶后， 能不
2 脱离接触地爬上该台阶所应满足的条件。
（1）为使小球 P1 击中杆上 D 点，试确定静止释放时的θ ，距离 S 有何限制？ （2）假设某小球击中 CD 杆上的 E 点，为使 E 点尽可能远离 D 点，试确定该
小球的号码及静止释放时的θ ，此时 CE 的距离是多少？
《神偷奶爸3 Despicable Me 3 (2017)》英中字幕
but being one in real life is even better.
盗窃音乐响起
Heist music!
来了
Here it comes.
干嘛克莱夫
What? Clive!
你要干嘛这怎么是盗窃音乐呢
What are you doing? How is that heist music?
我这周都没时间去健身房
And I didn't have time to go to the gym this week!
早饭还吃了好多
And I had a big breakfast!
我感觉有点水肿了
I was feeling a little bloated!
他都不值得费心讨论
You know what? He's not even worth talking about.
身上爬了那么多只猫
Got the... cats on you.
而且今天真羞耻
And it was just so humiliating.
穿着泡泡糖做的泳衣被吊在那
Dangling there in the bubble-gum Speedo.
{\an4\fad(500,500)\pos(51,97.6)\fs20}校对Lysenko AgnesLee
没错什么你叫我们什么
Yes... wait, wha? What did you call us?
格鲁西格鲁加露西变成格鲁西
Grucy. You know, Gru and Lucy mushed together.
你叫叫看
Tryቤተ መጻሕፍቲ ባይዱit.
PREY
第一节．ＬＡＳＴＣＡＬＬ一开始主角待在厕所，看完自己的美貌便走～出去跟祖父谈话，跟他走到酒吧厅，听女角和祖父说话。
拿取桌上的士巴拿，没多久，坐在吧前的两个坏蛋似乎想调戏女角，主角要挺身而出了！用你的正义士巴拿把２个坏蛋活生生打死（寒．．）～女角惊讶主角杀人了（这些人死有余辜，不要和她一般见识～），突然酒吧震荡，巨型掠食飞船从上方出现，华丽地吸走众人！拿起你的第一个武器吧！第二节．ＥＳＣＡＰＥＶＥＬＯＣＩＴＹ这节是看戏的～主角与女角和祖父被锁在铁床上，身旁的惨叫声不绝，主角也频频畅骂外星人。
运送中途突然意外发生，下面的其中一个抵抗掠食外星人的革命军用炸药把铁床路轨炸了，但可惜只有主角掉下来得救，就这样，一个愤青救人故事就要开始了！第三节．ＯＮＴＨＥＲＵＮ来到了一个地洞，前方突然闪过黑影（低级的惊吓情节），ｃ键蹲，出来后终于发现一只可供虐待的混球怪（吃东西很开心哦～），拿出士巴拿向它伸张你的正义吧！旁边的红底人似乎很惊奇，可用正义士巴拿让他永远保持冷静。
经过门，有２只可爱的混球怪，其中一只更会以混球的姿态出现。
再蹲过墙洞，来到了一个密室后别以为没路走～绕到那正方型后，哈哈，发现了小叮当的随意门了。
小叮当的遗物--随意门透过随意门到达另一个空间，经过走廊时顺便看看左右兵捉贼的场面（放狗追人啊！）！！！下楼梯向右方走（左方有惊喜，自己看），经过补血和随意门，来到黑房按ｆ开灯，以你的正义去感化这房间吧！出房抬头一看，还是那个苯ｊｅｎ在叫，只有祖父被运去，沿路走。
全ｇａｍｅ最震撼的一幕，看到一个个平民被活生生刺死再压榨（愤青按：用来拌意粉的话味道会如何？）继续走将会看到祖父被压榨的场面（死老鬼，死了让我接收你的遗产吧！），老头的遗言懒得理～祖父被压榨完毕后，愤青后方的革命军也弄停了榨汁机，并且出现了随意门，愤青也带着无比快乐的心情离开．．．．．第四节．ＤＯＷＮＷＡＲＤＳＰＩＲＡＬ眼前右侧是补满全血的无限无血机（打它会出血！），左侧那个是刚才革命军关掉榨汁机的开关键（我开了），原本带着愉快心情的ｔｏｍｍｙ仔在走到通道转角位时突然遇上刚由时空随意门出来的掠食士兵，用士巴拿ｇｔａ式痛打完抢枪，终于得到了他们的自动步枪。
re：creatorsop片尾曲片头曲主题曲歌曲歌词mv汇总
re:creators op片尾曲片头曲主题曲歌曲歌词mv汇总《Re:CREATORS》是由广江礼威担任故事原作及角色原案，青木英指导并与广江礼威共同系列构成，TROYCA制作的原创电视动画。
re:creators op/ed/bgm/片尾曲/OST/片头曲/插曲/背景音乐/主题曲全部所有歌曲叫什么?以下是店铺分享给大家的关于re:creators op/ed/bgm/片尾曲/OST/片头曲/主题曲歌曲歌词mv下载，还提供了部分re:creators op/ed/bgm/片尾曲/OST/片头曲/插曲/背景音乐/主题曲中文歌词翻译一起来听听吧!re:creators动画音乐OP《gravityWall》作词：泽野弘之、Tielle作曲、编曲：泽野弘之歌：SawanoHiroyuki[nZk]:Tielle & GemieED《NEWLOOK》作词、作曲：中野领太编曲：KOUTAPAI歌：绫野真白re:creators音乐专辑【专辑名】gravityWall/sh0ut【发售日】2017年6月28日【收录曲】1. gravityWall2. sh0ut3. oldToday4. gravityWall (TV size)5. gravityWall (instrumental)6. sh0ut (instrumental)re:creators剧情简介人，用自己的双手创造了众多的故事。
喜悦，悲伤，愤怒，感动。
故事会使人的感情动摇，让人着迷。
然而，这只是作为一个旁观者的感情。
如果，故事中的登场人物们有了自己的“思想”，那么对他们来说，创造出这些故事的我们会是神一样的存在吗?——为我们的世界带来变革吧。
——为众神的土地带来制裁吧。
“Re:CREATORS”谁都能成为“造物主”。
Re:CREATORS设定解说《精灵机想曲弗格尔骑士》本作中虚构的轻小说作品。
作者为松原崇，插画师为玛里涅，由萨梅迪亚公司的幻想小说文库发行，已发行7卷，销量300万。
莫里斯·梅特林克《青鸟》在线阅读
莫里斯·梅特林克《青鸟》在线阅读青鸟（六幕梦幻剧）[比利时] 莫里斯·梅特林克著郑克鲁译（电子版由老C 制作，原文件为EXE格式，不可copy）转校说明上周，无意间下载到一本电子书，就是这部梅特林克的六幕剧《青鸟》。
根据这部戏剧改编的同名童话，书店里随处可见，而且版本不少，曾经翻过一些，没有一种译文是勉强可读的。
郑克鲁先生译出的这部戏剧却从未见过，不知收在哪种本子里。
本以为它同童话版差不多，看了半幕，忍不住停下来，写了一篇成人童话《一百首情诗和一声叹息》。
然后接着再看，更敢于确信这一点：国内的童话版译文恐怕多半都是垃圾。
那么，我应该把它转化成txt版，存在我的电脑里。
这时，才发现这种exe格式的电子版是加密的，右键已被锁定，无法copy。
幸好，手头还有一两种E书破解软件。
可惜，这种exe格式大约比较新，我的破解软件不能完全破解，第一幕与第四幕无法转成txt格式。
怎么办？若是一周前，只能用HyperSnap-DX将这两幕的正文分屏存成连续的jpg图片，然后用尚书六号校对出来。
而且，这个法子有时并不灵验，因为有些只读格式的电子书将文字做成六号甚至小六号字体，尚书六号不能识别。
然而，我下载到了最新的尚书七号，它可以比较轻松地识别小六号字体，虽然用起来反不如尚书六号方便。
这样，我先将这两幕的正文存成八十余个jpg文件，然后分别用尚书六号和七号校对——识别率差的文件，则改用尚书七号校对。
当然，即便如此，很多字还是需要手工录入。
最好，我终于将这两幕正文校对出来，与其余部分组成一个txt文件，然后改正原电子版中的多处错字，想下载就尽管来吧。
由原电子版可知，该书由老C制作，虽然不知他是谁，还是要对他表示99％的感谢，因为没有他，我就读不到《青鸟》的戏剧版译文。
之所以不是100％的感谢，是因为我对他的没有大方到底感到遗憾。
如今，随着新技术的运用，很多exe格式的电子图书，甚至一些html格式的页文件都无法保存为txt格式，因为鼠标的右键功能被他们取消了。
基于生成式对抗网络的画作图像合成方法
收稿日期：２０２０ ０３ １４；修回日期：２０２０ ０５ ０６ 基金项目：国家自然科学基金资助项目（９１７４６１０７） 作者简介：赵宇欣（１９９５ ），女，山西晋中人，硕士研究生，主要研究方向为机器学习、深度学习、计算机视觉（ｚｈａｏｙｕｘｉｎ＿ａｌｉｃｅ＠ｔｊｕ．ｅｄｕ．ｃｎ）；王冠（１９９２ ），女，内蒙古呼伦贝尔人，博士研究生，主要研究方向为深度学习、数学物理反问题．基于生成式对抗网络的画作图像合成方法赵宇欣，王 冠（天津大学数学学院，天津３００３５４）摘 要：画作图像合成旨在将两个不同来源的图像分别作为前景和背景融合在一起，这通常需要局部风格迁移。
现有算法过程繁琐且耗时，不能做到实时的图像合成。
针对这一缺点，提出了基于生成式对抗网络（ｇｅｎｅｒａｔｉｖｅａｄｖｅｒｓａｒｉａｌｎｅｔ，ＧＡＮ）的前向生成模型（ＰａｉｎｔｅｒＧＡＮ）。
ＰａｉｎｔｅｒＧＡＮ的自注意力机制和Ｕ Ｎｅｔ结构控制合成过程中前景的语义内容不变。
同时，对抗学习保证逼真的风格迁移。
在实验中，使用预训练模型作为ＰａｉｎｔｅｒＧＡＮ的生成器，极大地节省了计算时间和成本。
实验结果表明，比起已有方法，ＰａｉｎｔｅｒＧＡＮ生成了质量相近甚至更好的图像，生成速度也提升了４００倍，在解决局部风格迁移问题上是高质量、高效率的。
关键词：图像风格迁移；生成对抗网络；图像合成；自注意力机制中图分类号：ＴＰ３９１ ４１ 文献标志码：Ａ 文章编号：１００１ ３６９５（２０２１）０４ ０４７ １２０８ ０４ｄｏｉ：１０．１９７３４／ｊ．ｉｓｓｎ．１００１ ３６９５．２０２０．０３．００８２ＰａｉｎｔｅｒｌｙｉｍａｇｅｃｏｍｐｏｓｉｔｉｏｎｂａｓｅｄｏｎｇｅｎｅｒａｔｉｖｅａｄｖｅｒｓａｒｉａｌｎｅｔＺｈａｏＹｕｘｉｎ，ＷａｎｇＧｕａｎ（ＳｃｈｏｏｌｏｆＭａｔｈｅｍａｔｉｃｓ，ＴｉａｎｊｉｎＵｎｉｖｅｒｓｉｔｙ，Ｔｉａｎｊｉｎ３００３５４，Ｃｈｉｎａ）Ａｂｓｔｒａｃｔ：Ｐａｉｎｔｅｒｌｙｉｍａｇｅｃｏｍｐｏｓｉｔｉｎｇａｉｍｓｔｏｈａｒｍｏｎｉｚｅａｆｏｒｅｇｒｏｕｎｄｉｍａｇｅｉｎｓｅｒｔｅｄｉｎｔｏａｂａｃｋｇｒｏｕｎｄｐａｉｎｔｉｎｇ，ｗｈｉｃｈｉｓｄｏｎｅｂｙｌｏｃａｌｓｔｙｌｅｔｒａｎｓｆｅｒ．Ｔｈｅｃｈｉｅｆｄｒａｗｂａｃｋｏｆｔｈｅｅｘｉｓｔｉｎｇｍｅｔｈｏｄｓｉｓｔｈｅｈｉｇｈｃｏｍｐｕｔａｔｉｏｎａｌｃｏｓｔ，ｗｈｉｃｈｍａｋｅｓｒｅａｌ ｔｉｍｅｏｐｅｒａｔｉｏｎｄｉｆｆｉｃｕｌｔ．Ｔｏｏｖｅｒｃｏｍｅｔｈｉｓｄｒａｗｂａｃｋ，ｔｈｉｓｐａｐｅｒｐｒｏｐｏｓｅｄａｆｅｅｄ ｆｏｒｗａｒｄｍｏｄｅｌｂａｓｅｄｏｎｇｅｎｅｒａｔｉｖｅａｄｖｅｒｓａｒｉａｌｎｅｔ ｗｏｒｋ（ＧＡＮ），ｃａｌｌｅｄＰａｉｎｔｅｒＧＡＮ．ＰａｉｎｔｅｒＧＡＮｉｎｔｒｏｄｕｃｅｄａｓｅｌｆ ａｔｔｅｎｔｉｏｎｎｅｔｗｏｒｋａｎｄａＵ Ｎｅｔｔｏｃｏｎｔｒｏｌｔｈｅｓｅｍａｎｔｉｃｃｏｎｔｅｎｔｉｎｔｈｅｇｅｎｅｒａｔｅｄｉｍａｇｅ．Ｍｅａｎｗｈｉｌｅ，ａｄｖｅｒｓａｒｉａｌｌｅａｒｎｉｎｇｇｕａｒａｎｔｅｅｄａｆａｉｔｈｆｕｌｔｒａｎｓｆｅｒｏｆｓｔｙｌｅ．ＰａｉｎｔｅｒＧＡＮａｌｓｏｉｎｔｒｏｄｕｃｅｄａｐｒｅ ｔｒａｉｎｅｄｎｅｔｗｏｒｋｗｉｔｈｉｎｔｈｅｇｅｎｅｒａｔｏｒｔｏｅｘｔｒａｃｔｆｅａｔｕｒｅｓ．ＴｈｉｓａｌｌｏｗｅｄＰａｉｎｔｅｒＧＡＮｔｏｄｒａｍａｔｉｃａｌｌｙｒｅｄｕｃｅｔｒａｉｎｉｎｇ ｔｉｍｅａｎｄｓｔｏｒａｇｅ．Ｅｘｐｅｒｉｍｅｎｔｓｓｈｏｗｔｈａｔ，ｃｏｍｐａｒｅｄｔｏｓｔａｔｅ ｏｆ ａｒｔｍｅｔｈｏｄｓ，ＰａｉｎｔｅｒＧＡＮｇｅｎｅｒａｔｅｄｉｍａｇｅｓｈｕｎｄｒｅｄｓｏｆｔｉｍｅｓｆａｓｔｅｒｗｉｔｈｃｏｍｐａｒａｂｌｅｏｒｓｕｐｅｒｉｏｒｑｕａｌｉｔｙ．Ｔｈｅｒｅｆｏｒｅ，ｉｔｉｓｅｆｆｅｃｔｉｖｅａｎｄｅｆｆｉｃｉｅｎｔｆｏｒｌｏｃａｌｓｔｙｌｅｔｒａｎｓｆｅｒ．Ｋｅｙｗｏｒｄｓ：ｉｍａｇｅｓｔｙｌｅｔｒａｎｓｆｅｒ；ＧＡＮ；ｉｍａｇｅｃｏｍｐｏｓｉｔｉｎｇ；ｓｅｌｆ ａｔｔｅｎｔｉｏｎ０ 引言图像合成属于图像变换问题，目的是通过模型将一个简单的粘贴合成图像转变成一个融合为一体的图像。
四维数据的图形表示(最新)
┊┊┊┊┊┊┊┊┊┊┊┊┊装┊┊┊┊┊订┊┊┊┊┊线┊┊┊┊┊┊┊┊┊┊┊┊┊数学与应用数学本科生毕业论文四维数据的图形表示指导老师：侯为根学生姓名：吴正山所在学院：数理学院专业名称：数学与应用数学班级：数092班学号： 099084130日期： 2013年6月┊┊┊┊┊┊┊┊┊┊┊┊┊装┊┊┊┊┊订┊┊┊┊┊线┊┊┊┊┊┊┊┊┊┊┊┊┊安徽工业大学毕业设计(论文)任务书课题名称四维数据的图形表示学院数理学院专业班级数学与应用数学系092班姓名吴正山学号099084130毕业设计(论文)的主要内容及要求：（1）掌握四维散乱数据的概念，即什么是四维散乱数据。
（2）了解四维散乱数据在各方面的应用背景。
（3）查阅资料怎样给出散乱数据求出等值点，并且知道多种插值方法，学会编程实现等值面。
（4）通过比较这些插值方法，了解这些插值方法的优点并发现每种方法的不足，最后改进使自己的方法得以优化，获取更好的效果。
（5）最后得出研究结论，并且对该论文加以深化，进行引申，了解实际应用的方法与实现。
（6）整理相关资料，完成毕业论文的写作。
（7）对论文进行全面修改、完善，准备论文答辩。
指导教师签字：┊┊装┊┊┊┊┊订┊┊┊┊┊线┊┊┊┊┊┊┊┊┊┊┊┊┊即可。
关键词：四维数据；等值点；等值面；Kriging插值；Shepherd插值；Multi-Quadric 插值┊┊装┊┊┊┊┊订┊┊┊┊┊线┊┊┊┊┊┊┊┊┊┊┊┊┊find the equivalent point of the scattered data.If the equivalent point are quite sparse,we must deal with Encryption processing for them.Otherwise, then though the Kriging interpolation，Shepherd interpolation and Multi-Quadric and some other ways to achieve the fitting of isosurface, the key of Kriging interpolation is to choose the suitable Variogram model, such as Spherical, exponential, Gaussian model. In the end, though judging the superiority of all the methods to find out the best solving model, the effect is best especially for the intensive scattered data.For the case of giving random scattered data in advance,we should be take preprocessing and adapt the above methods.Keywords: Four-dimensional data;equivalent points; isosurface; Kriging interpolation; Shepherd interpolation┊┊┊┊┊┊┊┊┊┊┊┊┊装┊┊┊┊┊订┊┊┊┊┊线┊┊┊┊┊┊┊┊┊┊┊┊┊目录摘要........................................................................................................................................................... Abstract (i)目录 (ii)1 绪论 02 六面体网格划分 (2)2.1 “四维数据的图形表示”内涵 (2)2.2 “六面体网格划分”的原理及意义 (2)2.2.1 MC算法的思想及引出 (2)2.3“六面体网格划分”的方法 (2)2.3.1 构造四维散乱数据 (2)2.4 对于任意给定散乱数据情况的“六面体网格划分”方法 (2)2.4.1 “六面体网格划分”之后的节点预处理 (3)3 搜索和遍历算法 (4)4 散乱等值点的获取 (5)4.1等值点的判定 (5)4.2 等值点的求解 (5)5 空间散乱数据的曲面拟合的模型、方法和实现 (7)5.1Kringing方法的背景(全体方法） (7)5.1.1.Kringing方法的理论基础 (7)5.1.2.从实验变差函数中找出理论变异函数及其参数 (9)5.1.3.Kringing方法]5[ (10)5.2 Shepard方法(局部方法)]2[ (11)5.3 Multi-Quadric插值方法(属于径向基函数)]8,7,6[ (12)5.4参数双三次样条曲面 (12)5.4.1曲面模型 (12)5.4.2曲面造型的要求 (13)5.4.3曲面造型方法及显示 (13)5.4.4双三次样条曲线函数 (13)5.4.5参数双三次样条曲面]9[ (14)6 四维散乱数据图形表示的算例 (18)7 方法的比较与评价 (23)8 引申 (25)结论 (33)致谢 (36)附件............................................................................................................................ 错误!未定义书签。
Torque and Drag Modeling; Soft-string versus Stiff-string Models
Torque and Drag Modeling;Soft-string versus Stiff-string ModelsS.A.Mirhaj,University of Stavanger;E.Kaarstad,Baker Hughes;B.S.Aadnoy,University of StavangerAbstractThe wellbore friction,torque and drag,between drill string and the wellbore wall is one of the most critical issues which limits the drilling industry to go beyond a certain measured depth.For this reason many studies on torque&drag modeling have been performed.In this regard different approaches have been used;the difference in these approaches is often on how to include bending stiffness and shearing forces in the T&D calculations.These approaches are(1)the effect of shear forces calculations with the assumption of continuous contact of the wellbore wall and the drillstring as well as constant curvature trajectory,(2)the effect of bending stiffness and shearing forces calculations with assuming of clearance between drillstring and wellbore-wall and(3)the effect of bending moment and shearing forces,assuming continuous contact of the pipe and wellbore-wall and using a non-constant curvature trajectory in which the first and second derivatives of the curve exist (i.e.spline type trajectories).This paper consists of two main parts:first a review on literatures on the subject of stiff-string T&D will be considered.Secondly,an approach will be discussed in which despite of the assumption of constant curvature trajectory and full-contact of pipe and wellbore wall,the effect of bending stiffness on torque and drag calculations are considered.The simple and robust stiff-string model is implemented in two example wells in order to find out the importance of the stiff-string calculations.IntroductionExcessive torque and drag is a major challenge in drilling and completion of extended-reach and horizontal wells with3D geometry.Torque and drag modeling is regarded as an invaluable process to assist in well planning and to predict and prevent drilling problems.Some wells can be drilled,but may not be completed due to high friction.Most of today’s torque/drag models are based on the work of Johancsik et.al.(1984)and Sheppard et. al.(1987),while a more comprehensive model is derived by H-S Ho(1986)and then put in more understandable form by Mitchell and Samuel(2007).The basic fundamental equations to write the equilibrium equations for elastic pipe in reciprocal and rotational motions of drillstring were introduced by R.P.Nordgren(1974).Copyright2016,IADCMiddleEastDrillingTechnologyConferenceandExhibition2To satisfy equilibrium equation of the drillsring,the bending moment and shear forces have to be taken into account.In3-D space,the force balance in three dimensions;axial(tangential),radial(normal)and mutually perpendicular(binormal)coordinates will be considered.The coordinate system is not fixed and is moving along the drillstring in the wellbore.This will ease the resolving forces in direction of coordinats.Some researchers(H.S.Ho(1986),Mitchell(2007),McSpadden)proposed the curvilinear coordinate system since the wellbore has a curved profile but working with this coordinates system has its own mathematical complexities.In some cases,the bending stiffness and shear forces might be of a higher significance which will be investigated in this study.Because stiff-string models are more complicated than soft-string models,the application of soft-string models is preferred unless the use of such models introduces considerable errors in the calculations.The aim of this paper is to determine under what circumstances(i.e.drillstring OD&ID,curvature...)the use of stiff-string model is needed.Literature review on previous workStandard soft-string modelIn these models the drillstring is assumed to act like a cable/chain and the shearing forces and bending moments are considered to have negligible contribution to the normal forces and thus friction.This is a good assumption in many cases.Soft-string torque and drag modeling was initially developed with Johancsik et al.(1984)and later put in a standard differential form by Sheppard et al.(1987).Because of the simplicity and the fact of being user friendly,it has been extensively used in the field and industry applications.Feiber et al.(1999)developed a computer model for on-line torque and drag analysis in which he assessed the borehole conditions based on calculating of the friction factors incrementally bottoms-up. Aarrestad(1994)discussed application of catenary well profile in a well in North Sea that has been introduced by Sheppard(1987)and later changed to modified catenary profile by Alfsen(1993)and Aadnoy(2006).It is a cosine hyperbolic function well profile and the drillstring is hanging from two fixed points.Mason et al.(2007)pointed out different minor effects that have to be considered in the soft-string models in order to have a more realistic model.These effects are hydrodynamic viscous drag,tortuosity as well as buckling effect on frictional forces.A new analytic fully3-dimensional torque and drag model was published by Aadnoy,Fazaeli and Hareland(2009)which incorporates many more features.It introduces on single term,dog-leg severity,for both build/drop and side bend sections.Stiff-string modelingAmongst all studies,some of the authors who studied stiffness effect and their methodologies have been summarized in Table1.Shear forces In 3-D coordinate system the shear forces act in normal and binormal direction which are perpendicular to the axial (tangent)direction.This direction is considered to be along the wellbore trajectory.In solid mechanics the shearing forces are transverse forces and the deflection of a beam due to these forces,in most cases,is being neglected.The deflection,in other words,is the amount of bent that is being created in the beam by these forces which is directly related to contact force between the drillstring and wellbore wall.The effect of shear forces on deflection of a curved element in order to determine the deflection of the beam has been discussed by D.N.Rocheleau (1992),Dareing (1991)and T.Huang (1966).The fact is that none of the cases the boundary conditions of the final equation has been proposed and instead the general solution with constant coefficients has been derived which seems not to be helpful for industrial applications!Later in this study 2-D force balance with considering shear forces Table 1—Different approaches on Stiff-String T&DModeling 34have been analyzed and the result has been implemented into a field-case wellbore.A.McSpadden(2002) compared between soft string and stiff string model for coiled tubing applications.Some of the cleanest presentation of drillstring model formulation is by Nordgren(1974)and Walker and Friedman(1977)ѠA comprehensive paper on formulation is the work of H-S Ho(1986).Ho followed this paper with a simplification forЉsoft stringЉmodels(1988).He used the curvilinear coordinate system based on the Serret-Frenet equations for a curve in space(Zwillinger1996).Bending stiffness Neglecting the bending moment causes the contact force to be lower than it is in reality.In other words,the bending moment will force the pipe harder into the wellbore-wall and this will affect the normal force(contact force)between the pipe and the wall.The bending stiffness term is EI as far as Euler’s bending theory is assumed,in which E is the modulus of elasticity and I is the moment of inertia.Our interest is to find out under what circumstances these forces are of higher significance such that could not be neglected.The most recent work on this was done by Mitchell(2007).The fact about all previous works is that they do not implement the model into real field data in order to identify the significance of the bending stiffness as well as validity of the assumptions they have made.Amongst all,A.McSpadden(2002) performed a field case comparison.However his work is for coiled-tubing operations and the end conditions are different between coiled tubing and drilling operations.In addition the coiled tubing can handle DLS as high as1800°/100ft and radius of curvature of2-5ft which is far beyond what is normally encountered in daily oil field operations.McSpadden(2002)concluded that soft-string models are working perfect for most cases unless for DLS higher than30°/100ft and for stiffer tubular such as drill-collars as well as for very small radial clearance(i.e.casing,BHA).He also concluded that soft string models work perfect for most downhole conditions,unless the diameter of the pipe approaches the diameter of the wellbore.When the radial clearance becomes small or pipe is stiffer a stiff-string model is required.H-S Ho(1986,1988)and L.Zifeng(1993)have developed stiff-string model with the assumption that the drillstring is in continuous contact with the wellbore-wall.They have also concluded that effect of stiffness is quite important for the drill-collars and HWDP.Ho has concluded that soft-string models work with reasonably good estimation of torque and drag in following cases:(1)the drillstring continuously contacts the borehole i.e.this means that the wellbore trajectory is very smooth.(2)the borehole trajectory between survey stations is smooth and has zero tortuosity.In such situations the soft-string model provides very good results within such survey interval.To take the borehole-drillstring clearance into account and hence to allow the drillstring shape to be different than the wellbore curvature,the stiff-string model needs to use finite element analysis.In this regard,some authors have proposed a contact algorithm(S.Menand2006).This algorithm calculates the unknown contact points between the drillstring and the wellbore.In one case,for example,contact-points between the wellbore and the drillstring is modeled by generating a non-linear spring at each node that generates a reactive force proportional to the excess amount of transverse displacement over the annular spacing.S.Menand et.al.(2006)has explained about software,ABIS,which takes the radial clearance in to account for torque-drag calculations.He believes that with the assumption that the drillstring and wellbore do not have the same shape,radial spacing of wellbore-drillstring should then be included.This seems to be more realistic since the wellbore wall is not perfectly smooth and there are tortuosities and local DLS in the well path.With all the concerns above it’s not possible to exactly simulate the well path since it is randomly tortuoused and many factors are influencing on how tortuous the well path could be.Some authors like I.R.Rezmer Cooper et.al.(1999)and S.Menand et.al.(2006)believe that in order to take the natural frequency of an actual well into account,an arbitrary mathematical function(i.e.random functions)5 between the survey stations can be applied in order to correct the well path by addition of random variations of inclination and azimuth over a given length.General School of thoughts in Stiff-string T&D ModelingMost of the research on taking the effect of stiffness into account for drillstring is for the pipe in-compression.The pipe will be imposed into compression because of more WOB during drilling or extra frictional drag during RIH.These studies also include the coiled-tubing operations in which the risk of buckling is higher.In this regard the pipe deflection in the wellbore is being calculated since there is clearance between the pipe and the wellbore-wall.As a result the pipe and wellbore will not take the same shapes.The calculation of pipe deflection inside the wellbore has been started by Lubinski(1962).The Euler beam theory as opposed to Timoshenko beam theory was used by him and later extended for the pipe in compression by(Paslay&Cernocky,1991)first by Paslay and Dawson(1968).Analysis of this type takes care of bending moment and string stiffness indeed.Paslay(1964),Chandra(1986),Dareing(1991),Rocheleau(1992),Mitchell(buckling)(1992),Walker &Friedman(1977),G.Handelman(1946),Christman(1976),Li Zifeng(1994)and J.Wu&H. Juvkam-Wold(1993)have used the above-mentioned methodology in order to obtain the deflection of the pipe in the wellbore and from that to analyze the severity of string buckling.When the pipe will be imposed into compression,it deflects and most of authors tried to find out the contact points of the drillstring and the wellbore.In other words the assumption of continuous contact of the wellbore and the pipe is not valid anymore.However when it comes to pipe in-tension,the part of the pipe which is in tension tends to straighten out from a curved position and as a result the contact points also will change and are not the same as the pipe in-compression case.The works in which authors have taken the effect of bending stiffness and shearing forces into account for both pipe in-tension and in-compression in torque and drag modeling are not as many as they are for compression(buckling)situation.H.S.Ho(1986,1988),Paslay and Cernocky(1991),Cernocky and Scholibo(1994,1995),McSpadden(2011)and Later Mitchell(2007)are those who have analyzed both situations.The two general approaches for stiff-string calculations that are followed are:First the deflection in the pipe is due to axial forces that mostly occur for a pipe in-compression.In this situation aЉstand-offЉbetween the wellbore-wall and the drillstring is supposed.Second the deflection of the pipe is due to well-path trajectory which mostly occurs for the pipe when it is in-tension.In this case the pipe will be considered to be in full-contact with the wellbore wall.This could be explained by distribution of the side-force(normal force)for the case of full contact and point contact(contact in connectors/tool joints)that almost create the same amount of friction.As far as stiff-string assumption is made,the full-contact assumption could be applied if a non-minimum-curvature well-path trajectory used(i.e.spline type trajectories,helix)(Mitchell,2008).This is due to non-zero bending moment and shear forces for these types of trajectories.we model a stiff-pipe that is in full contact with the wellbore wall.(i.e.the wellbore shape is the drillstring shape.)The general belief in the industry for torque and drag modeling is that for majority of the cases soft-string model works well and in other rare cases a combination of soft and stiff-string model can be used.The combination of the two models means that soft-string model could be used for most part of the wellbore except high-tortuous and stiffer pipes in the wellbore like BHA that stiff-string models should be applied.Finally the new and simple approach for stiff calculations has been introduced.In this robust model, despite of assuming constant-curvature trajectory and continuous contact between wellbore-wall and pipe, the effect of bending stiffness has been fulfilled.In other words the problem of vanished bending moment while using the constant-curvature trajectory has been resolved.6New Approach;3D Analytical Stiff String Model for Torque and Drag AnalysisBased on work done by H.S.Ho(1986),A.McSpadden(2002)and Mitchell(2007,2008)for the wellbores with the constant curvature the bending stiffness doesn’t contribute to the normal force in the curved section.The general idea is that in order to include the effect of stiffness,a non-constant curvature trajectory(i.e.spline)in which the first and second derivative of the well-path exist(non-zero first and second order derivative)has to be applied.The assumption of non-constant curvature trajectory(i.e.spline)in which the first and second derivative of the well-path exist(non-zero first and second order derivative)will require complicated advanced trajectory calculations.Moreover the assumption ofЉstand-offЉbetween the pipe and the wellbore and calculating deflection equation of the pipe in the wellbore and from that obtaining the bending moment and shearing forces by calculating the second and third derivative of the deflection also result-in sophisticated differential equations with unknown boundary conditions that are difficult to determine.Here the aim of this new approach is to derive a simple model that can calculate the effect of pipe stiffness despite of having constant trajectory well-path trajectory as well as continuous contact of the wellbore-wall and pipe(zero stand-off).In this model the following assumptions have been made:●It is independent of the curvature●The force required to shape the pipe along the wellbore will be added as NORMAL force.Thisadditional normal force is resulted from the bending moment that is imposed in a bend.From the additional normal force,additional friction force based on coulomb friction model will be calculated.●Since the model is for a constant curvature bend,it will create constant bending moment and fromthis constant bending moment the equivalent normal force will be calculated.●All equivalent normal forces will be applied at the bottom of the curved section where it is theboundary between the curved and straight section.This is a conservative assumption that will overestimate the bending moment and equivalent normal force in the bend.●The friction created by equivalent normal force will be added to3D soft-string model at theboundary where the straight and curved sections intersect.●This simple model will take the pipe stiffness into account even for constant curvature well-pathas well as continuous contact of the wellbore-wall and the pipe.The following sketch shows how the model will work in a bend.As it mentioned above the assumption is that the curved section is fixed at one point and the constant bending moment,M is applied at the support.The aim is to calculate the amount of additional normal force that is created due to bending moment,M.One point that should be considered here is that the normal force F is perpendicular to the curved at each point and this is the reason that a constant bending moment will be created along the bend. So the assumption of taking the arm length equal to the curve length for calculating the bending moment is valid.(Figure1)In the real wellbore the start of the bend considered as fixed end(support-end)and the additional normal force is calculated at other end of the curved section as follows;We start with calculating bending moment as following;(1)(2)Substituting equation(1)into(2)will give;(3)Force Fstiffis the additional normal force due to pipe stiffness in the bend.This force also represents the force required to shape the string into the same shape as the borehole.Now with equation(3)and the assumption of coulomb friction model the frictional force from F will be calculated as follows;(4)The soft-string model was developed was in the form of(5)The stiff-string model has the same form except the F1will be replaced by F*1in which:(6)The general stiff-string axial load is the superposition of the general3D soft-string axial load and the additional frictional force as follow:(7)In order to study how the model works,the model has been implemented into two planned wells which the results are showing below.It is worth to mention that for both wells the pick-up hookloads are evaluated.Both wells are build and hold type wells.The wells specifications have been summarized in Table2. Two wells have been planned such that the second well is for more extreme case where the DLS ofwell Figure1—the curved section fixed at one end is experiencing constant bending moment along the constant-curvature bend7#2is ten times higher than the one for well #1.As Figure 2shows the results of the 3D soft-string and stiff-string model,the effect of bending stiffness will not go beyond 0.1%for this well.The well#2reaches to the target at 1140mMD.Figure 3shows the results of soft and stiff-string hookloads when the friction coefficient of 0.25is used.Figure 4shows the calculations for the same well for very extreme situations with friction coefficient of 0.4.As it has been shown in both Figures 3and 4,the effect of bending stiffness will not exceed 1.05%for friction coefficient of 0.25and 1.9%for friction coefficient of 0.4which still is small and negligible.Table 3summarizes the difference that is introduced in the calculations for both wells for two cases;one with the bit at TD and one with the maximum difference.As it is expected maximum error will take place when the BHA is entering and/or exiting the curved section.Table 2—Two wells that used for case studies for new stiff-string modelSpecificationsWell #1Well #2KOP,m900900DLS,°/30m330Horizontal Length,m150150Drill pipe (OD,ID),in.(5Љ,4Љ)(5Љ,4Љ)BHA (OD,ID),in.(8Љ,3Љ)(8Љ,3Љ)BHA Length,m6060Mud Weight,s.g.1.28 1.28Friction Coefficient 0.250.25,0.4Figure 2—Comparison of the soft-string and stiff-string model for planned well with curved section DLS of 3°/30m 8Increasing the pressure will have a small effect on the hookload.However for a static drillstring,the static friction coefficient can be very high and some effect of stiff pipe can be observed when starting to move the static drillstring.It also has to be mentioned that drillstring is supposed to have axialmovement Figure 3—Comparison of the soft-string and stiff-string model for planned well with curved section DLS of 30°/30m with friction coefficient of0.25Figure 4—Comparison of the soft-string and stiff-string model for planned well with curved section DLS of 30°/30m with friction coefficient of 0.4Table 3—The comparison of soft-string &stiff-string models intwo example wellsWell no.friction coefficient difference for bit @TD (%)Max.difference (%)10.250.020.10.40.0260.1520.250.03 1.050.40.05 1.99with no rotation.For this reason in the second example well the pipe stiffness has increased to double in order to figure out whether it has a considerable effect on the resulting hookload.As it has been revealed in Figure 5the effect of doubling the bending stiffness compared to the soft-string model will not exceed2.1%.The difference between soft-string and stiff-string hookload again for two cases one for bit at TD and the other for the maximum difference for pipe with different degrees of stiffness has been summarized in Table 4.Different degree of stiffness has been used here in order to mimic the induced additional stiffness due to pressure differential across the pipe.Most of the well-path are of constant trajectories designs except for some rare cases that micro doglegs or tortuosities are introduced in the wellpath that do not seem to have considerable effect on additional normal force.The reason,as it has been shown above new approach is that,the major part of the additional normal force will be created by moving of the stiffer pipe (i.e.BHA and DC)inside the curved section (i.e.Build-up and/or drop-off).In other words drillpipe does not have much influence on the extra normal force that is created.This is due to low bending stiffness of the DPs compared to BHAs &DCs.At the same time for the stiff pipe,it tends to get a smooth constant curvature through a bend rather than to get the shape of micro-doglegs and this means that assumption of constant curvature well-path is fairly a good assumption.In the case of high tortuous well-path in which the wellbore wall and pipe are point-contacted,the assumption of full-contact of wall and pipe might overestimate the contact area and hence the friction between drillstring and borehole (Menand,2006).However it could be mentioned that the distribution of side forces for both cases are different.In other words the normal forces are distributed along the length of the pipe for soft-pipe whereas it has only been concentrated at contact points (points A,B &C in Figure 6)for stiff-pipe but it has the same magnitude for both cases.This is where the soft-string will underestimate the friction since it neglects the effect of bending stiffness on normalforce.Figure 5—Comparison of the soft-string,stiff-string and the double-stiffness hookloadTable 4—Comparison of different stiffness for well#2andfriction coefficient of 0.25Stiffness (%)difference for bit @TD (%)Max.difference (%)1000.03 1.051500.045 1.571800.053 1.882000.06 2.110If the near bit data is used as input instead of ordinary survey data,and hookload calculations will perform for small intervals,then soft-string model overestimate the friction in the wellbore.This is because in reality the pipe will never smoothly follow the well-path.Moreover,our stiff-string model also will calculate very high normal forces when the near bit data are used.The stiff model explained above works robust for ordinary survey data and wellbores that are not highly tortuous.Critical limit for soft-string versus stiff-string modelingIn this section the new stiff-string model presented above has been used in order to figure out the critical limit for soft-string model.In other words,the critical survey distance that soft-string model still gives reasonable results with less that1%error for torque and drag calculations have been studied.As it has been mentioned in equations(1),(2)and(3)in this section:(8)And the equation(9)for the relation between radius of curvature,R,and dog-leg severity,DLS as long as constant-curvature trajectory is concerned:(9)Equation(8)then can be written as;(10)Or;(11)The assumption is that the soft-string model is precise enough to be used if the additional frictional force due to pipe stiffness is not greater than1%of the axial force at the particular depth that the calculation is performed;i.e.inequality(12),(12)(13)By combining inequality(12)and equation(13);(14)Based on equation(10)and inequality(14),one can write;(15)Or inequality(15)can be written as;(16)Figure6—Point-contact illustration of pipe and a highly-tortuous wellboreOr;(17)Inequality(17)can be re-written in terms of radius of curvature,R.From equation(9)the value for R can be replaced by DLS in the inequality(17);(18)Inequality(18)will tell us that for L values greater than the right-hand side of the inequality the soft-string model for the specific type of drillstring(DP,DC,...)and specific wellbore curvature at particular depth with some value for axial force will give results with less than1%error and hence is still precise enough to be used.For L values less than right-hand if the inequality,the stiff-string model presented in section4should be used.For better understanding of the above criteria,the example wells from Table2in section4have been used.Figure7shows the results of sensitivity analysis for specific drillcollar with(OD,ID)of(8Љ,3Љ)for the parameters DLS,and axial force(Faxial)in order to find out how they will affect the critical limit (L).As it has been shown in Figure7,for example the critical survey distances for BHA with(OD,ID) of(8Љ,3Љ)and DLS of3°/30m,ϭ0.25and axial force of10KN is72.2m while the critical distance for drillpipe with(OD,ID)of(5Љ,4Љ)and the same values of DLS,and axial force is6.5m.This means that use of soft-string model for surveys having smaller distances than72.2m for drillcollar and6.5m for drillpipe will give an error larger than1%.This is where,based on our criteria,new stiff-string model should be used.Assuming constant DLS,and Faxial,the relation between critical distances for drillcollar to drillpipe based on inequality(18)is;(19)Figure7—Critical survey distance calculations for soft-string versus stiff-string model for two example wells。
24年了没有任何一部电视剧阵容能超过它
24年了没有任何一部电视剧阵容能超过它原标题:私荐||24年了，没有任何一部电视剧阵容能超过它友情提醒：本文齁长，但非常值得你花时间看完……1993年诞生的《我爱我家》到如今已是“24岁的大小伙子”了。
最近贾家人全家福翻新（据说是为了11月浙江卫视播出的一档全新真人秀《演员的诞生》录制的新一期节目，“和平女士”宋丹丹就是评委之一）。
贾家人岁数看涨，但发际线都也看涨，各个油光满面的，每个家庭成员的日子都过得不赖，遗憾的是——空出了已经故去的爷爷傅明老人文兴宇，以及已淡出娱乐圈的小姑贾小凡赵明明的位置。
▲1993年《我爱我家》全家福▲2017《我爱我家》全家福，只是缺了爷爷傅老和小姑贾小凡有人走、有人留，《我爱我家》其实还有很多“被遗忘的角色”，只有在特意查看演员履历时才会诧异一句：“他还演过《我爱我家》啊？他演谁来着？”这些人里，当时有的已走红，有的如今已占据实力派位置……阁主细说从头，认认这些最强卡司，聊聊那些笑料满满的家长里短呗~ 一家京片子，傅老率领的男人女人们那年不兴宫斗戏，家长里短才乐呵虽然同出贾家一门，但贾家这一大家子可不像《红楼梦》的贾府那么贵气，而是接地气儿的热闹和琐碎，在这一家里活宝打把势地过日子，筒子楼里的家长里短也变成了让人津津乐道的故事。
文兴宇as傅明老人正宗老干部，不服不成文兴宇老爷子演的傅明老人一出场就自带机关老干部的“官僚气场”。
明明到了退休年龄还要发挥余热，局里没办公室了，就回家主持起了日常工作，做起思想教育来也都是套路。
▲“我们这个家庭啊问题很大，一定要花大力气，下大决心整顿。
”为啥贾家儿女都姓贾，而作为老家长的傅明老人却不姓贾呢？——历史遗留问题这是，抗战时期的军人可都要化名。
就跟濮存昕的老爸苏民（北京人艺著名导演，宋丹丹的恩师）一样，就是化名。
▲一家人都姓贾，老爷子却姓傅。
知道为咩么？据说，这一板一眼的官派沙哑风“爷爷腔”还是文兴宇老师自己琢磨出来的，从《我爱我家》以后就成了他的演戏标配。
BIGBANG 2NE1众多热门歌曲 韩文中文音译歌词集
BigBang 一天一天하루하루떠나가一天一天离开吧Ye the finally I realize that I'm nothing without youI was so wrong forgive meah ah ah ah-[Verse 1]파도처럼부숴진내맘/바람처럼흔들리는내맘我浪花般粉碎的心我风一般动摇的心연기처럼사라진내사랑/ 문신처럼지워지지않아我轻烟般消失的爱情/ 像纹身般无法抹去한숨만땅이꺼지라쉬죠/ 长叹一口气내가슴속에먼지만쌓이죠(say goodbye) 我的心里布满的只有灰尘[Rap]ye 네가없이는단하루도못살것만같았던나以为没有你会一天都活不下去的我생각과는다르게도그럭저럭혼자잘살아没想到一个人还勉强过得下去보고싶다고불러봐도넌아무대답없잖아即使呼喊着想见你你也毫无回应헛된기대걸어봐도이젠소용없잖아即使怀着没有一丝希望的期待现在也已无济于事[Rap]네옆에있는그사람이뭔지혹시널울리진않는지你身边的那个人是谁会不会让你哭泣그대내가보이긴하는지벌써싹다잊었는지不知你眼里还能否容下我是否早已忘得一干二净걱정되다가가기조차말을걸수조차없어애태우고担心得不敢靠近不敢说话心焦如焚나홀로긴밤을지새우죠수백번지워내죠独自一人熬夜无数次抹去你的记忆[Chorus]돌아보지말고떠나가라또나를찾지말고살아가라离开时请不要回头以后活着也不要再找我너를사랑했기에因为爱你후회없기에좋았던기억만가져가라没有一丝悔意所以请只带着美好的回忆离去그럭저럭참아볼만해그럭저럭견뎌낼만해勉强可以忍受勉强可以撑下去넌그럴수록행복해야되하루하루무뎌져가네eee 我越是这样你越要活的幸福一天天渐渐失去感觉oh girl i cry cry yo my all say goodbye..[Verse 2]길을걷다너와나우리마주친다해도即使走在路上你我偶然相遇못본척하고서그대로가던길가줘也请装作没看到继续走你的路자꾸만옛생각이떠오르면아마도如果总有过去的记忆浮现나도몰래그댈찾아갈지도몰라也许我又会不知不觉去找寻你넌늘그사람과행복하게넌늘내가다른마음안먹게你要一直跟他幸福不能让我产生一丝期待넌늘작은미련도안남게끔잘지내줘나보란듯이不能让我有一丝留恋要好好过下去好好过给我看넌늘저하늘같이하얗게뜬구름과도같이새파랗게你要一直像那天空像那飘着的白云넌늘그래그렇게웃어줘아무일없듯이要一直保持那张笑脸装作若无其事的样子[Chorus]돌아보지말고떠나가라또나를찾지말고살아가라离开时请不要回头以后活着也不要再找我너를사랑했기에후회없기에좋았던기억만가져가라因为爱你没有一丝悔意所以请只带着美好的回忆离去그럭저럭참아볼만해그럭저럭견뎌낼만해勉强可以忍受勉强可以撑下去넌그럴수록행복해야되하루하루무뎌져가네e e e 我越是这样你越要活的幸福一天天渐渐失去感觉[Bridge]나를떠나서맘편해지길/ 나를잊고서살아가줘希望离我而去后你的心能得到平静请忘记我活下去그눈물은다마를테니/ 하루하루지나면随着一天天的流逝那些眼泪总有一天会消失차라리만나지않았더라면덜아플텐데um 如果没有相见也许伤痛会少些영원히함께하자던그약속이젠추억에묻어두길바래要永远在一起的那个约定希望你能埋没在回忆中baby 널위해기도해为你而祈祷거짓말Big Bang 谎言[Phone rings twice] 여보세요? (x2) [Sigh]INTROYeah (love is pain)I dedicate to my brokenhearted people (come again)I saw the flame (yeah) Yeah, scream my name (damn)And I'm so sick of love song(s) (love song x2)Yeah I hate them love song(s), memento of ours거.짓.말谎.言RAP늦은밤비가내려와널데려와深夜下起雨我又想起你젖은기억끝에뒤척여나我在潮湿的记忆深处挣扎너없이잘살수있다고다짐해봐도어쩔수없다고我下定决心说没有你我也能好好生活可是还是做不到못하는술도마시고속타는맘밤새채워봐도싫어借酒浇愁的我痛苦到夜不能眠也依然觉得没有你的日子过的太煎熬너없는하루는길어빌어제발잊게해달라고.. (거짓말이야) 我乞求让我彻底忘了你吧..(是谎言啊) COUNTER-MELODY너없는내겐웃음이보이지않아没有你的我失去了笑容눈물조차고이지않아더는살고싶지않아.. 泪水也乾枯了不想再这麼活下去了엿같애열받게니생각에돌아버릴것같애莫名的发火你觉得我疯了吧보고싶은데볼수가없데모두끝났데我说想见你你却说不可以你说都结束了I'll be right thereCHORUSI'm so sorry but I love you I'm so sorry but I love you다거짓말이야몰랐어이제야알았어네가필요해都是谎言曾经不懂现在明白了我需要你I'm so sorry but I love you I'm so sorry but I love you날카로운말홧김에나도모르게널떠나보냈지만曾说著伤人话的我不知不觉的失去你I'm so sorry but I love you I'm so sorry but I love you다거짓말都是谎言I'm so sorry (sorry)but I love you (I love you more and more)I'm so sorry but I love you나를떠나천천히잊어줄래내가아파할수있게离开我的你请允许我慢慢忘记你让我也感受到疼痛RAP그댈위해서불러왔던내모든걸다바친노래我曾经为你唱过的那首歌包含了我对你的全部感情사람들은모르겠죠大概其他人不会知道吧난혼자.. 그아무도아무도몰래除我以外没有任何人知道그래내가했던말은거짓말是的我曾经说过的都是谎言홀로남겨진외톨이그속에헤메는내꼴이孤单的一个我带著颓废不前的样子주머니속에꼬깃꼬깃접어둔이별을향한쪽지(hey) 口袋里紧紧抓住意味著离别的纸条넌어딨나요널부르는습관도你在哪里啊叫你的名字已经成为了我的习惯난달라질래이젠다웃어넘길게我要改变现在让ㄧ切都ㄧ笑而过CHORUSDROP-OUToh oh oh oh oh oh oh oh oh oh모든게꿈이길希望ㄧ切都是梦oh oh oh oh oh oh oh oh oh oh이것밖에안되는나라서我只有这点愿望(Drop that beat) (Drop that beat)BRIDGE아직도너를못잊어至今也无法忘记你아니평생을가도죽어서까지도ㄧ生也无法忘记至死也无法忘记내가준상처아물었는지我带给你的伤口愈合了吗미안해아무것도해준게없는나라서对不起我甚麼都不能为你做거짓말Big Bang 谎言[Phone rings twice] 여보세요? (x2) [Sigh] INTRO[지용Ji Yong]Yeah (love is pain)I dedicate to my brokenhearted people (come again) I saw the flame (yeah) Yeah, scream my name (damn)And I'm so sick of love song(s) (love song x2)Yeah I hate them love song(s), memento of ours Geo jid malRAPJeojeun gi eog ggeute dwi cheog gyeo naNeo eobshi jal sal su idd da goda jim hae bwa do eo jjeol su eobd da goMotha neun sul do ma shi gosog ta neun mam bam sae chae wo bwa do shilheo Neo eobd neunha lu neun kileo bileoje bal ij ge hae dal la go (Geo jid mali ya) COUNTER-MELODY[승리Seung li]Neo eobd neun nae gen useum mi bo i ji anhaNun mul jo cha go i ji anhadeo neun sal go ship ji anhaRAP[지용Ji yong]Yeod gatae yeol bad geni saeng gage dola beo lil geod gataeBo go shipeun de bol su ga eobd demo du ggeut nadd deI'll be right thereCHORUS[다같이Da gati]I'm so sorry but I love youDa geo jid mali ya mol lasseo i je ya al lasseone ga pilyo haeI'm so sorry but I love youNal ka lo-un malhwad gime na do mo leu geneol ddeo na bo naedd ji manI'm so sorry but I love youDa geo jid malI'm so sorry (sorry) but I love you (I love you more and more)I'm so sorry but I love youNa leul ddeo na cheon cheonhi ijeo jul laenae ga a pa hal su idd geRAP [탑Tab]Geu dael wi hae seo pul leo wadd deon nae mo deun geol da ba chin no raeCOUNTER-MELODY[대성Dae seong]Sa lam deuleun mo leu gedd jyoRAP [탑Tab]Nan hon ja geu a mu do a mu do mol laeRAP+COUNTER-MELODY[대성Dae seong]Keu lae nae ga haedd deon maleun geo jid mal RAP[탑Tab]Hol lo nam gyeo jin woe toli geu soge he me neun nae ggoliJu meo ni soge ggo gid ggo gidcheobeo dun i byeoleul hyang han jjog ji (hey) COUNTER-MELODY[대성Dae seong]Neon eo didd na yo neol bu leu neun seub gwan do RAP[탑Tab]Nan dal la jil lae i jen da useo neom gil ge CHORUSDROP-OUT[승리Seung li]oh oh oh oh ohMo deun ge ggumi giloh oh oh oh ohI geod bagge an doe neun na la seo(Drop that beat)BRIDGE[대성Dae seong]A jig do neo leul mod ijeoA ni pyeong saeng eul ga do jugeo seo gga ji do, yeah[태양Tae Yang]Nae ga jun sang cheo a muleodd neun jiMi an hae a mu geod do hae jun ge eobd neun na la seoBigBang - 마지막인사最后的问候bigbang is back most definitely hey moveb to the i to the g (bang bang) about love●i don't wanna be with out you girl i don't wanna be with out you girl마지막인사는접어두길바래希望你收起最后的问候오늘단하루만큼은哪怕只是一天都i don't wanna be with out you girl i don't wanna be with out you girl내서툰마음까지안고가줘请你连我青涩的心一起带走i love you i need you girl i love you i need you girl●baby baby baby 조금어색하지만서로baby baby baby虽然我们彼此都很尴尬baby baby baby 아직사랑하고있는데baby baby baby但是我们还在相爱baby baby baby 두렵기는하지만서도baby baby baby即使会不安끝이보이지만난그래도only you girl 即使已经看到了尽头但是我还是only you girl상처만가득해모질게날대하던너曾经给了我那么多伤害的你어르고달래또반복되널피하던나哄了又哄却又反复避开你的我어디서부터어긋났을까기나긴고민哪里出了问题？这是个无尽的迷题해답없는문제속에헤메여난我在解不开的迷题中徘徊미로미로속에갇힌길잃은방랑자마냥이도저도못해난마냥就像被囚禁在迷途中的浪子无计可施리기만할뿐사뿐사뿐히내게다가와주길girl 我只能等待，我会静静的等着你回来girl우리처음만난때처럼풋풋하던그때처럼我会像我们初次相见时一般像那个曾经青涩的你一样이런이런이런저런저런저런너와내사이의끈절대놓지말어林林总总的你和我之间的牵绊我绝不会放手【重复】아무런말없이떠나연락없고(아무말않고) 一声不想的离开没有任何联络（一声不响）그러다어느날갑자기나타나고(무슨일있었냐는듯) 但是某日却又忽然出现（是不是有什么事情）날갖고노는건지이게사랑이맞는건지你是在玩弄我吗这能算是爱情吗하루에도열두번더헷갈리고(about love) 我一天之中会为此混淆12次(about love)한두번갖고놀던장난감넌뭘원했냐고되물어봤어就像被玩过一两次的玩具一样，我想知道你究竟想要什么달콤함은아주잠깐우린너무쉽게녹아버린솜사탕甜蜜十分短暂的我们就像转眼就会溶化的棉花糖(지친가슴이젠나도막지못할것만같아) （在我已经控制不了我疲惫的心了）어서날잡아줘(떠나가기전에) 快点再次抓紧我吧（我离开之前）【重复】여전히널사랑하지만내게는너무나소중하지만可是依然爱你可是对我来说你还是最珍贵누구도네자릴메울수없는걸i know (you know) 谁也不能抢走你在我心中的位置i know (you know)그냥조용히날안아줘请你静静的拥抱我【重复】b to the i to the g (bang bang)끝이보이지만난그래도only you girl (about love) 即使已经看到了尽头但是我还是only you girl할렐루야哈利路亚●[YB]할렐루야I'm fallin' I'm fallin' fallin'무너져버린빌딩에Yeah할렐루야(yes) I'm fallin' I'm fallin' fallin' shimmy shimmy yo1,2 step action mission completeno doubt 哈利路亚I'm fallin' I'm fallin' fallin'轰然倒塌的大楼里Yeah哈利路亚(yes) I'm fallin' I'm fallin' fallin' shimmy shimmy yo1,2 step action mission completeno doubt[GD]아무도없는새벽길바닥난독고다이냉정아님실패다난움직이는명령에my soldier type Don't touch me BIGBANG is dynamite Boom! 소리와함께목숨을내던져시작된임무일처리는thumbs up우리에겐사랑이란사치다피도눈물도없어이것이Rule이다空无一人的凌晨街道我孤身出动，不冷静就要失败让我行动的命令my soldier typeDon't touch me BIGBANG is dynamite Boom！声音响起同时丢了性命开始的任务处事的Thumbs up！对于我们来说，爱情只是奢侈品冷血就是我们的Rule[TOP]또배신이다남은기억은삭제오늘의동료가내일이면적같애눈앞에믿음과배신차가운questiondo nasty test me just blastin왜난가질수없나그저평범한일상왜널가질수없나늦었어이미난감당못해내운명이다장담은못해24시간又背叛了，删除残留的记忆今日的同盟明日将是敌人眼前的信任和背叛，冰冷的questiondo nasty test me just blastin为何我无法拥有，那平凡的生活为何无法拥有你，那已经是太迟无法承担是我的命运，无法担保的24小时【重复YB】[TOP]총이탕탕울림과동시에인생의종이댕댕바람처럼쌩쌩한순간에모든걸앗아갈like a poker game그럴수론난이성을되찾아pokerfaceson yo 피할수없다면즐겨라가슴은뜨겁되머리는차갑게널숨겨라불어라이판사판모아니면도I'm the man TOP go 아님stop 枪声砰砰呼啸同时人生的钟声也当当作响，如风一般尖啸在瞬间夺走我一切like a poker game越是那样我越理智清醒pokerfaceson yo 不能逃避那就享受吧，内心火热头脑冷静将你身份隐藏吧呼啸吧就算不是背水一战I'm the man TOP go 要么stop[GD]먹이를찾아헤매다니는외로운하이에나선처따윌바란다면shut up oather and go to heller 어설픈계략catch me if you can난니머리위에놀아understandwe so fly 친구들아good bye 추억들다burned fire 절대방심하지마안심한순간방아쇠는너를향해徘徊寻找着猎物的孤独鬣狗若你还巴望得到善待shut up and go to heller三岁小孩的技俩catch me if you can我在你上头玩儿呢Understand？we so fly 朋友们啊good bye 所有回忆burned fire 绝对不要掉以轻心在你晃神的瞬间枪口已经对准你【重复】난오늘도부르짖어소박한기돌빌어저위로저위로내게일어날기적파도에날떠밀어날실어날잃었어我今天又悲喊着，向那上苍卑屈祈愿发生在我身上的奇迹，将我推入波涛，我讨厌自己，遗失了自我할렐루야I'm fallin' I'm fallin' fallin'무너져버린빌딩에yeah 태양in the boom 할렐루야I'm fallin' I'm fallin' fallin'shimmy shimmy yo1,2 step action mission completeno doubt 哈利路亚(yes) I'm fallin' I'm fallin' fallin'轰然倒塌的大楼里太阳in the boom哈利路亚I'm fallin' (yes)I'm fallin' (yes)fallin' shimmy shimmy yo1,2 step action mission completeno doubt가수: 빅뱅(Big Bang) Stylish (The FILA)Can you believe? Can you believe?my energydon`t stop move 다같이더높이날아꿈을펼쳐세계로우리는familyNo.1 fresh and clean도전해stronger 숨이멈추는날까지my energydon't stop move大家一起来向着世界，飞得更高，展开梦想我们是familyno.1 fresh and clean挑战吧stronger 直到呼吸停止的那一天(太阳)nice camera (action!)좀더멋지게폼나게꾸며봐요감각과잘갖춘센스난어디가든빛이나요서울부터이태리까지해가뜨고질때까지신나게음악에네몸을한번맡겨봐One two and the threeOne two follow meI feel highI feel highI feel high달려더멀리승리를향해FILAMy FILA이세상끝까지Let me go nice camera (action!)打扮得更帅气一点有范儿又有型我走到哪里都闪闪发光(大成)从首尔到意大利从日出到日落让兴奋的音乐带动你的身体吧(胜利/太阳)One two and the threeOne two follow meI feel highI feel highI feel high向着远方的胜利冲吧FILA My FILA直到这世界的尽头let me gomy energydon`t stop move 다같이더높이날아꿈을펼쳐세계로우리는familyNo.1 fresh and clean도전해stronger 숨이멈추는날까지F to the I to the L to the A자내게맡겨봐I'm the best no doubt I'm a T.O.P바로이순간Party People love이제부터달라질이모든것믿어봐FILA 이제내게but모든사람들이want모두하나쯤은want갖고싶어지는but my energydon't stop move大家一起来向着世界，飞得更高，展开梦想我们是familyno.1 fresh and clean挑战吧stronger 直到呼吸停止的那一天(TOP)F to the I to the L to the A(来，交给我吧)I'm the best no doubt I'm a T.O.P(就是这一瞬间)party people up现在开始让一切都改变现在开始相信我吧fila 我的伙伴所有人want就算是一点点want都想得到的方法butBecausethey know we so regardbump bump bumpeverybody you`re my left everybody you`re my right everybody 다jump jump jump stylish 한멋이나we are FILA크게불러봐say what?we got the brand-new bangpassion fashion straight up tensionmy energydon`t stop move 다같이더높이날아꿈을펼쳐세계로우리는familyNo.1 fresh and clean도전해stronger 숨이멈추는날까지음악이멈춘지심장이멈춘지나를깨울그대만은Please baby with me on loveWe want know그대로더크게예이예놀아볼래(G-Dragon)Becausethey know we so regardbump bump bumpeverybody you`re my lefteverybody you`re my righteverybody 다jump jump jumpStylish很帅吧we are FILA大声喊吧say what?we got the brand-new bangpassion, Fashion 延伸的up 张力my energydon't stop move大家一起来向着世界，飞得更高，展开梦想我们是familyno.1 fresh and clean挑战吧stronger 直到呼吸停止的那一天(太阳)音乐停止心脏也停止让我苏醒的只有你Please baby with me on lovewe want you now就是那样，更加大声地玩耍Oh -F I L AOh -Yeah -my energydon`t stop move 다같이더높이날아꿈을펼쳐세계로우리는familyNo.1 fresh and clean도전해stronger 숨이멈추는날까지우리는familyNo.1 fresh and clean도전해 stronger 숨이멈추는날까지oh oh oh oh ohF I L Aoh oh oh oh ohye~~my energydon't stop move大家一起来向着世界，飞得更高，展开梦想我们是familyno.1 fresh and clean挑战吧stronger 直到呼吸停止的那一天我们是familyno.1 fresh and clean挑战吧stronger 直到呼吸停止的那一天2ne1的i dont care的韩文歌词[CL]Hey playboy, it's about timeAnd your time's upI had to do this one for my girls you know Sometime you gotta act like you don't care That's the only way you boys learn니옷깃에묻은립스틱은나는절대로용서못해매일하루에수십번꺼져있는핸드폰변하지않을것만같아oh oh그저친구라는수많은여자친구날똑같이생각하지마I want let it bye이제니맘대로해난미련을버릴래한때정말사랑했는데oh가끔씩술에취해전활걸어지금은새벽다섯시반넌또다른여자의이름을불러noI don't care 그만할래니가어디에서뭘하던이제정말상관안할게비켜줄래이제와울고불고매달리지마Cause I don't care e e e e e eI don't care e e e e e eCause I don't care e e e e e eI don't care e e e e e eBoy I don't care다른여자들의다리를훔쳐보는니가너무너무한심해매일빼놓는커플링나몰래한소개팅더이상못참을것같아oh oh Hey playboy it's about timeand your time is upI had to do this one for my girls you know? sometimes you gotta act like you don't care that's the only way you boys learn[Minji]我永远不能原谅你脖子上的口红印每天你的手机都打不通这样看来你并不打算改变[Sandara]所有的女朋友你都称他们为朋友不要以为我也想和他们一样I won't let it by从现在开始你想干嘛就干嘛我放弃了有段时间我真的很爱你但是OH[CL]你喝醉了然后给我电话现在是凌晨5点了再一次的你喊的是另一个女人的名字no~ [Bom]I don't care 我不会再问你你在哪你在干嘛从现在开始我真的一点都不在乎从现在开始别再哭着找我别再缠着我不放Cause I don't care e e e e e eI don't care e e e e e e[Minji]cause don't care e e e e e ecause don't care e e e e e eBoy I don't care[Minji]老是偷偷的瞄别的女生的腿你真非常非常丢人每天你拿下你的情侣戒指偷偷的去跟别人约会看上去貌似我应该也把情侣戒指拿下来oh oh [Sandara]넌절대아니라는수많은나의친구난너땜에친구들까지타일렀지만차라리홀가분해너에게난과분해내사랑이라믿었는데oh oh 我朋友说你真的不值得我这样你甚至跑去找你的那些烂朋友寻求帮助但是我比较想让这些简单化我对你来说太完美了我曾经相信你就是我的那个人但是oh oh오늘도바쁘다고말하는너혹시나전화해봤지만역시뒤에선여자웃음소리가들려oh no 今天你说你很忙我试着给你打电话但是和预料中一样电话那段你的身后我听到女生的笑oh noI don't care 그만할래니가어디에서뭘하던이제정말상관안할게비켜줄래이제와울고불고매달리지마Cause I don't care e e e e e e I don't care e e e e e e Cause I don't care e e e e e e I don't care e e e e e eBoy I don't care [Bom]I don't care 我不会再问你你在哪你在干嘛从现在开始我真的一点都不在乎从现在开始别再哭着找我别再缠着我不放Cause I don't care e e e e e e I don't care e e e e e eCause I don't care e e e e e e I don't care e e e e e eBoy I don't care[Minji]난너땜에울며지새던밤을기억해boy더후회할날생각하면맘이쉬웠네boy날놓치긴아깝고갖기엔시시하잖니있을때잘하지너왜이제와매달리니我记得我曾经因为你一直哭哭到天亮boy我在想你应该觉得懊悔我对你来说是不是太容易得到了?放了我又可惜不放却又觉得无聊吗？拥有时就该珍惜的你现在为何还来缠着我(CL)속아준거짓말만해도수백번오늘이후로난남자울리는bad girl 이젠눈물한방울없이널비웃어사랑이란게임속loser무릎꿇고잡못을뉘우쳐아님눈앞에서당장꺼져你用你几百条的谎言玩弄了我从今天开始我会变成一个让男人哭的bad girl 现在我没有一滴眼泪我在嘲笑你“我在一个叫爱情的游戏里是loser”你给我跪下说这句话如果不说滚出我的视线I don't care 그만할래니가어디에서뭘하던이제정말상관안할게비켜줄래이제와울고불고매달리지마[Bom]I don't care 我不会再问你你在哪你在干嘛从现在开始我真的一点都不在乎从现在开始别再哭着找我别再缠着我不放You know I don't care e e e e e e I don't care e e e e e eYou know I just don't carI don't care e e e e e e You know I don't care e e e e e e I don't care e e e e e eYou know I just don't carI don't care e e e e e e·너와마주치면내가슴은롤러코스터ride 和你相遇我的心脏就像过山车一样ride정신없이흔들리다결구제자리로와不停的在翻转最后又回到原位up and down (yes) i'm going down(down) up and down (yes) i'm going down(down)쉬지않고매일돌고돌고도는우리사이不停歇的每天都在旋转的我们之间的关系헷갈리고정신없이let's get down 让人不停的混淆let's get down·네곁에있을때면생각없이웃기만하다가呆在你的身边就会不停的笑着잠시라도떨어지면슬펴져나미쳤나봐但是一旦停下来就会伤心的我好像疯掉了tell me why why why why why tell me why why why why why우리도대채왜이래야만하는건지我们到底为什么要这样너도내생각과같은건지bring it 你是不是也跟我有一样的想法bring it【高潮】【高潮1】●내맘은out of control 我的心out of controli just can't take it no more i just can't take it no moretonight i won't let u go (i gotta go) tonight i won't let u go (i gotta go)●please don't go 내곁에stay please don't go 在我身边stay오늘밤만은혼자있기싫어今晚我不想一个人呆着please don't go 그대의stay please don't go 在他身边stay널향한내맘이영원할수있게向往你的心会永远都在ma baby let's ride ride이밤의저편끝까지ma baby let's ride ride让我们一起转在这一晚到那一个尽头let's fly fly 아침해가떠오를때까지let's fly fly 直到早晨的太阳升起为止1 step and2 step to the left to the left 1 step and 2 step to the left to the left1 step and2 step to the right 1 step and 2 step to the right·ye~ye~yes im the badest female ye~ye~yes im the badest femaleseoul city ever had seoul city ever had조심스레니맘을전하기만혜말을해봐小心翼翼的说出你的心声내가알수있게让我知道머물고파tonight 그대곁에想停留在这里tonight 在你的身边잠못드는밤이난너무긴데无眠的夜晚会非常的长내맘안다면why u want to leave me 如果不能随我的心why u want to leave me여자라먼저차마말못해因为是女人所以要先忍住不说话touch me hold me love me (don't tease me ) touch me hold me love me (don't tease me )·난솔직한게좋아그냥내마음은그래我喜欢诚实的你我的心就如此맘먹고다가서면너는부담스레피해只要下定决心走向你你就会觉得有负担逃避我round and round (yes) we goin' round and round round and round (yes) we goin' round and round기다림에지쳐만기는내모습在等待中疲倦的我的样子하루하루반복되는우리둘bring it 每天都在重复的我们两个人bring it【重复1】난너무불안했죠when i miss you 我非常的不安when i miss you날떠날까봐두려운마음뿐인데怕你离开我的那种害怕的心情而已이밤은아름다워when i'm with you 今晚很美丽when i'm with you떠나지마요내곁에stay 不要离开呆在我的身边please don't go 내곁에stay please don't go呆在我身边오늘밤만은혼자있기싫어今晚我不想一个【重复2】neo'wa' ma'ju'ci'myeon' nae' ga'seum'eun' Rollercoaster ridejeong'sin' eobs'i' heun'deul'ri'da' gyeol'gug' je'ja'ri'ro' wa' and downYes I’m goin down downswi'ji' anh'go' mae'il' dol'go' dol'go' do'neun' u'ri' sa'i'hes'gal'ri'go' jeong'sin'eobs'eo' Let’s get downne' gyeot'e' iss'eul' ddae'myeon' saeng'gag' eobs'i' us'gi'man' ha'da'ga'jam'si'ra'do' ddeol'eo'ji'myeon' seul'peo'jyeo' na' mi'cyeoss'na' bwa' Tell me why? u'ri' do'dae'ce' wae' i'rae'ya'man' ha'neun'geon'ji'neo'do' nae' saeng'gag'gwa' gat'eun'geon'ji' Bring it!【高潮1】My mind is out of controlI just can’t take it no moreTonight I won’t let you goI gotta say【高潮2】Please don’t go nae' gyeot'e' Stayo'neul'bam'man'eun' hon'ja' iss'gi' silh'eo'Please don’t go geu'dae'yeo' St ayneol' hyang'han' nae' mam'i' yeong'weon'hal' su' iss'ge' my babyLet’s ride ride i' bam'yi' jeo'pyeon' ggeut'gga'ji'Let’s fly fly a'cim' hae'ga' ddeo'o'reul' ddae'gga'ji'on-e step N two step to the left to the lefton-e step N two step to the rightY es I’m the baddest female Seoul city ever hadjo'sim'seu're' ne' mam' nae'ge' jeon'ha'gi'man' hae'mal'eul' hae'bwa' nae'ga' al' su' iss'ge'meo'mul'go'pa' tonight geu'dae' gyeot'e'jam' mos' deu'neun' bam'i' mae'il' nan' neo'mu' gin'de'nae' mam' an'da'myeon' why you wanna leave me?yeo'ja'ra' meon'jeo' ca'ma' mal' mos'hae'Touch me hold me love me don’t tease menan' sol'jig'han' ge' joh'a' geu'nyang' nae' ma'eum'eun' geu'rae'mam' meog'go' da'ga'seo'myeon' neo'neun' bu'dam'seu're' pi'hae'Round N’ round yes we’re goin' round N' roundgi'da'rim'e' ji'cyeo'man' ga'neun' nae' mo'seub'ha'ru' ha'ru' ban'bog' doe'neun' u'ri' dul' Bring it!【重复1】nan' neo'mu' bul'an'hae'jyeo' when I miss younal' ddeo'nal' gga'bwa' du'ryeo'un' mam'bbun'in'de'i' bam'eun' a'reu m'da'weo' when I’m with youddeo'na'ji'ma'yo' nae'gyeot'e' stay【重复2】FIREI go by the name of CL of 21It's been along time coming.But we're here now.And we 'bout to set the roof on fire baby(O oh~)You better get yours cuz I'm getting mineeh eh eh eh eh eh eh eh (2NE1)eh eh eh eh eh eh eh eh (You better ring the alarm)eh eh eh eh eh eh eh eh (We 2NE1)eh eh eh eh eh eh HEY HEY HEY HEYCome in come in come in 다른세상으로COME IN COME IN COME IN 来到崭新的世界지겹기만한고민은이제등을지고将令人生厌的烦恼抛在脑后吧라라라라가식없는나의콧노래로LA LA LA LA 用我毫不做作的哼唱하하하하다신널비웃지못하도록HA HA HA HA 让别人再也无法嘲笑你Now let’s 춤을춤을춤을춰요wanna get down? NOW LET'S跳舞跳舞跳舞吧Wanna get down 보다큰꿈을꿈을꿈을꿔세상은내맘怀抱着更大的梦想梦想梦想대로다할수있기에世界允许我随心所欲큰자유를위해tonight tonight oh 为了那更广阔的自由TONIGHT TONIGHT oh●내눈빛에빛나는별들도在我眼神中闪耀的星辰내심장속을태우는저불빛도在我心中燃烧的那火光영원하진않겠지but 잃을껀없지Oh 虽然不会永恒but 也不会损失什么Oh난미미미미미미미미치고싶어我想疯疯疯疯疯疯疯疯掉더빨리뛰뛰뛰뛰뛰뛰뛰뛰고싶어想要更快快快快快快快快去奔跑저높은빌딩위로저푸른하늘위로想要在那高耸入云的楼顶朝着那蔚蓝的天空크게소리리리리리리리리치고싶어想大大大大大大大大声呐喊You got that fire 나의가슴을쿵쿵쿵You got that fire 我的胸口噗通噗通You gotta drop it like its hot 지금멈추려하지마You gotta drop it like its hot 现在不要停下来Ooooh that fire 네머리속을붐붐붐Ooooh that fire 在我脑海中扑扑扑燃烧I gotta drop it Like its hot 멈추려하지마I gotta drop it like its hot 不要停下Get up get up get up 몇번넘어져도Get up get up get up 无论跌倒多少次믿었던세상이날또다시배신해도抑或再次被坚信的世上所背叛나나나난절대울지않아바보처럼我我我我绝对不会像个傻瓜一样哭泣엄머머머내숭떨지말아남들처럼哎呀呀呀不要再像其他人一样装模作样내가저끝까지데려갈께Follow Follow me 我要朝着那尽头奔跑Follow Follow me숨이차오를만큼달려주는나의가슴이我因呼吸急促而起伏的胸膛왠지난싫지만은않아재밌죠不知为何却并不讨厌真有意思겁내지말아Let it go 不要害怕畏缩Let it go보다더나은내일로朝着那更为光鲜的明日Let let let let’s go Let let let let’s go내눈빛에빛나는별들도在我眼神中闪耀的星辰내심장속을태우는저불빛도在我心中燃烧的那火光영원하진않겠지but 잃을껀없지Oh 虽然不会永恒but 也不会损失什么Oh난미미미미미미미미치고싶어我想疯疯疯疯疯疯疯疯掉더빨리뛰뛰뛰뛰뛰뛰뛰뛰고싶어想要更快快快快快快快快去奔跑저높은빌딩위로저푸른하늘위로想要在那高耸入云的楼顶朝着那蔚蓝的天空크게소리리리리리리리리치고싶어想大大大大大大大大声呐喊eh eh eh eh eh eh eh eh (2NE1)eh eh eh eh eh eh eh eh (You better ring the alarm)eh eh eh eh eh eh eh eh (We 2NE1)eh eh eh eh eh eh머리가찰랑찰랑찰랑찰랑되도록要让头脑变得晕晕乎乎엉덩일살랑살랑살랑살랑흔들어用力地摇摆你的臀部머리가찰랑찰랑찰랑찰랑되도록要让头脑变得晕晕乎乎엉덩일살랑살랑살랑살랑흔들어用力地摇摆你的臀部미미미미미미미미치고싶어我想疯疯疯疯疯疯疯疯掉더빨리뛰뛰뛰뛰뛰뛰뛰뛰고싶어想要更快快快快快快快快去奔跑저높은빌딩위로저푸른하늘위로想要在那高耸入云的楼顶朝着那蔚蓝的天空크게소리리리리리리리리치고싶어想大大大大大大大大声呐喊언제나오늘처럼만자유롭고싶어我想要永远都能像今天般自由Nobody-Wonder Girls 원더걸스中韩对照You Know I still Love You Baby You Know I still Love You BabyAnd it will never change And it will never changeI want nobody nobody But You I want nobody nobody But YouI want nobody nobody But You I want nobody nobody But You난다른사람은싫어니가아니면싫어除了你我不想要其他任何人I want nobody nobody nobody nobody I want nobody nobody nobody nobody난싫은데왜날밀어내려고하니我讨厌这样只是一味地要推开我자꾸내말은듣지않고为什么不听我说왜이렇게다른남자에게날보내려하니为什么这样一味地把我推到别人怀抱어떻게이러니怎么会这样날위해그렇단그말说是为我好넌부족하다는그말说你有不足이젠그만해要再说这些了넌나를알잖아왜원하지도않는걸강요해你不是知道我想要的不是这些吗●I want nobody nobody But You I want nobody nobody But YouI want nobody nobody But You I want nobody nobody But You난다른사람은싫어니가아니면싫어除了你我不想要其他任何人I want nobody nobody nobody nobody I want nobody nobody nobody nobody I want nobody nobody But You I want nobody nobody But YouI want nobody nobody But You I want nobody nobody But You난다른사람은싫어니가아니면싫어除了你我不想要其他任何人I want nobody nobody nobody nobody I want nobody nobody nobody nobody난좋은데난행복한데我喜欢我幸福너만있으면돼더바랄게없는데只要有你就行没别的要求누굴만나서행복하란거야想要我遇到别人得到幸福난널떠나서행복할수없어可没你我无法得到幸福날위해그렇단그말说你为我好넌부족하다는그말说你有不足말이안되는말이란걸왜몰라为什么不懂那些无言的话니가없이어떻게행복해没有你怎么会幸福●【重复】나는정말니가아니면니가아니면싫단말야아如果不是你如果不是你我都不要●【重复】Back to the days Back to the dayswhen we were so young when we were so youngand wild and free and wild and free모든게너무나꿈만같았던그때로돌아가고싶은데想要回到一切像梦一样的开始왜자꾸나를밀어내려해为什么总要推开我why do you push me away why do you push me awayI don't want nobody nobody I don't want nobody nobodyNobody nobody but you Nobody nobody but you。