已阅读5页,还剩22页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
!连续梁桥/prep7 et,1,4 !定义梁单元et,2,21 !定义mass21单元!定义粱材料 !泊松比 !密度mp,ex,2,3.45e10 !直线段梁材料 和1M段梁材料 mp,nuxy,2,0.2 mp,dens,2,3302.153125mp,ex,3,3.45e10 mp,nuxy,3,0.2 mp,dens,3,3301.658695mp,ex,4,3.45e10 mp,nuxy,4,0.2 mp,dens,4,3299.906778 mp,ex,5,3.45e10 mp,nuxy,5,0.2 mp,dens,5,3298.327219mp,ex,6,3.45e10 mp,nuxy,6,0.2 mp,dens,6,3292.351605mp,ex,7,3.45e10 mp,nuxy,7,0.2 mp,dens,7,3284.137255mp,ex,8,3.45e10 mp,nuxy,8,0.2 mp,dens,8,3271.802136mp,ex,9,3.45e10 mp,nuxy,9,0.2 mp,dens,9,3260.41903mp,ex,10,3.45e10 mp,nuxy,10,0.2 mp,dens,10,3248.193657mp,ex,11,3.45e10 mp,nuxy,11,0.2 mp,dens,11,3235.117644mp,ex,12,3.45e10 mp,nuxy,12,0.2 mp,dens,12,3221.585664mp,ex,13,3.45e10 mp,nuxy,13,0.2 mp,dens,13,3208.826871mp,ex,14,3.45e10 mp,nuxy,14,0.2 mp,dens,14,3194.279207mp,ex,15,3.45e10 mp,nuxy,15,0.2 mp,dens,15,3179.924673mp,ex,16,3.45e10 mp,nuxy,16,0.2 mp,dens,16,3166.445716mp,ex,17,3.45e10 mp,nuxy,17,0.2 mp,dens,17,3152.555731mp,ex,18,3.45e10 mp,nuxy,18,0.2 mp,dens,18,3138.312105mp,ex,19,3.45e10 mp,nuxy,19,0.2 mp,dens,19,3124.795334mp,ex,20,3.45e10 mp,nuxy,20,0.2 mp,dens,20,3110.7135mp,ex,21,3.45e10 mp,nuxy,21,0.2 mp,dens,21,3097.080875mp,ex,22,3.45e10 mp,nuxy,22,0.2 mp,dens,22,3083.186268mp,ex,23,3.45e10 mp,nuxy,23,0.2 mp,dens,23,3068.968824mp,ex,24,3.45e10 mp,nuxy,24,0.2 mp,dens,24,3055.612436mp,ex,25,3.45e10 mp,nuxy,25,0.2 mp,dens,25,3045.857147mp,ex,26,3.45e10 mp,nuxy,26,0.2 mp,dens,26,3035.174287mp,ex,27,3.45e10 mp,nuxy,27,0.2 mp,dens,27,3026.696551mp,ex,28,3.45e10 mp,nuxy,28,0.2 mp,dens,28,3015.795365mp,ex,29,3.45e10 mp,nuxy,29,0.2 mp,dens,29,3007.710181mp,ex,30,3.45e10 mp,nuxy,30,0.2 mp,dens,30,3000.513837mp,ex,31,3.45e10 mp,nuxy,31,0.2 mp,dens,31,2978.611375mp,ex,32,3.45e10 mp,nuxy,32,0.2 mp,dens,32,2958.618861mp,ex,33,3.45e10 mp,nuxy,33,0.2 mp,dens,33,2937.888072mp,ex,34,3.45e10 mp,nuxy,34,0.2 mp,dens,34,2919.475751mp,ex,35,3.45e10 mp,nuxy,35,0.2 mp,dens,35,2903.359983 !6700处mp,ex,36,3.45e10 mp,nuxy,36,0.2 mp,dens,36,3302.153125 !可以不用mp,ex,37,3.45e10 mp,nuxy,37,0.2 mp,dens,37,3302.153125mp,ex,38,3.45e10 !-700处梁mp,nuxy,38,0.2 mp,dens,38,3180.578901mp,ex,39,3.45e10 !边支点横隔板mp,nuxy,39,0.2 mp,dens,39,2868.674818mp,ex,40,3.45e10 !合拢段横隔板mp,nuxy,40,0.2 mp,dens,40,2868.674818mp,ex,41,3.45e10 !中支点横隔板mp,nuxy,41,0.2 mp,dens,41,2757.470588mp,ex,1,3.25e10 !定义墩材料属性mp,nuxy,1,0.2mp,dens,1,2650!定义实常数 编号 ,面积,IYY,IZZ,宽,高,RMORE,抗扭惯距!主梁截面r,1,11.851,28.52,215.151,16.95,4, !直线段rmore,56.8972r,2,11.862,28.57,215.458,16.95,4.001, !截面100处rmore,56.905r,3,11.871,28.91,215.622,16.95,4.009,rmore,57.345r,4,11.903,29.03,215.78,16.95,4.025,rmore,57.938r,5,11.932,29.626,215.88,16.95,4.049,rmore,58.502r,6,12.043,30.402,217.093,16.95,4.081,rmore,59.768r,7,12.199,31.407,218.899,16.95,4.121,rmore,61.445r,8,12.441,32.716,221.806,16.95,4.169,rmore,63.652r,9,12.673,34.21,224.418,16.95,4.226,rmore,66.058r,10,12.932,35.94,227.279,16.95,4.290,rmore,68.801r,11,13.221,37.941,230.512,16.95,4.362,rmore,71.948r,12,13.534,40.233,233.872,16.95,4.442,rmore,75.432r,13,13.843,42.747,237.133,16.95,4.530,rmore,79.173r,14,14.213,45.688,241.054,16.95,4.627,rmore,83.484r,15,14.598,48.964,245.004,16.95,4.731,rmore,88.155r,16,14.979,52.547,248.817,16.95,4.843,rmore,93.111r,17,15.393,56.562,252.927,16.95,4.963,rmore,98.528r,18,15.842,61.069,257.347,16.95,5.092,rmore,104.47r,19,16.293,65.992,261.673,16.95,5.228,rmore,110.742r,20,16.791,71.484,266.426,16.95,5.372,rmore,117.648r,21,17.303,77.568,271.225,16.95,5.525,rmore,124.861r,22,17.858,84.282,276.363,16.95,5.685,rmore,132.631r,23,18.464,91.768,281.923,16.95,5.854,rmore,141.068r,24,19.072,99.936,287.364,16.95,6.03,rmore,149.875r,25,19.524,108.482,291.159,16.95,6.214,rmore,158.46r,26,20.084,118.046,295.597,16.95,6.407,rmore,167.857r,27,20.536,128.202,298.9,16.95,6.607,rmore,177.137r,28,21.148,139.669,303.86,16.95,6.816,rmore,187.495r,29,21.626,151.737,307.186,16.95,7.032,rmore,197.507r,30,22.07,164.734,310.057,16.95,7.257,rmore,207.681r,31,23.541,182.225,323.433,16.95,7.490,rmore,223.527r,32,25.066,201.932,336.467,16.95,7.730,rmore,241.046r,33,26.871,223.700,351.448,16.95,7.979,rmore,257.765r,34,28.707,247.928,365.663,16.95,8.235,rmore,275.922r,35,30.533,274.36,378.934,16.95,8.500,rmore,294.461r,46,14.58,35.599,238.702,16.95,4,rmore,238.702!横隔板截面!边支点r,36,35.376,54.393,339.84,16.95,4.00,rmore,128.747!合拢段r,37,35.376,53.405,339.84,16.95,4.00,rmore,127.015 !中支点r,38,71.981,454.871,543.871,16.95,8.5,rmore,684.565!主墩截面!截面1(实心)r,39,39.932,82.876,212.138,8,5,rmore,203.709!截面(1/2空心)r,40,23.863,72.571,168.024,8,5,rmore,168.491!截面3(空心)r,41,14.236,52.366,114.529,8,5,rmore,116.391!边墩截面!截面1(实心1)r,42,36.113,66.217,177.703,7.7,4.7,rmore,165.119!截面2(空心1/2)r,43,20.753,35.743,99.711,7,4,rmore,88.486!截面3(空心)r,44,9.103,16.082,45.911,6.5,3.5,rmore,39.39!截面4(实心2)r,45,22.673,23.005,79.361,6.5,3.5,rmore,61.527!截面5(1/2)空心2r,49,16,21.958,68.708,6.5,3.5,rmore,55.682!建立第一跨梁节点xl=atan(1.029/80)n,1,0,n,2,2.25,2.25*xln,3,6,6*xln,4,9,9*xln,5,11,11*xln,6,13,13*xl-0.0045n,7,15,15*xl-0.0135n,8,17,17*xl-0.023n,9,19,19*xl-0.038n,10,21,21*xl-0.062n,11,23,23*xl-0.092n,12,25,25*xl-0.1275n,13,27,27*xl-0.167n,14,29,29*xl-0.2115n,15,31,31*xl-0.261n,16,33,33*xl-0.314n,17,35,35*xl-0.3715n,18,37,37*xl-0.435n,19,39,39*xl-0.502n,20,41,41*xl-0.5725n,21,43,43*xl-0.648n,22,45,45*xl-0.728n,23,47,47*xl-0.8115n,24,49,49*xl-0.8995n,25,51,51*xl-0.9925n,26,53,53*xl-1.0895n,27,55,55*xl-1.1905n,28,57,57*xl-1.325n,29,59,59*xl-1.433n,30,61,61*xl-1.5155n,31,63,63*xl-1.6325n,32,65,65*xl-1.7535n,33,67,67*xl-1.879n,34,69,69*xl-2.007n,35,71,71*xl-2.1325n,36,73,73*xl-2.2635n,37,75,75*xl-2.399n,38,77,77*xl-2.533n,39,79,79*xl-2.631xl2=atan(0.7/140)local,11,0,80,80*xl-2.631,0,xl2nsym,x,35,5,39,1 !复制粱结点从5到39结点编号增加35csys,0n,75,149.6,0.15852local,12,0,150,0.15852,0,xl2nsym,x,36,40,75,1local,13,0,220,-1.6027,0nsym,x,111,1,111,1csys,0n,500,80,80*xl-2.631n,501,220,-1.6027n,502,360,-1.6148csys,0 !返回普通坐标!建立墩结点!PM112边墩截面n,300,0,-2.165 !(实心)2米长n,301,0,-4.365 n,302,0,-9.365 !(1/2空心)5M长n,303,0,-13.365 n,304,0,-17.365 n,305,0,-21.365 n,306,0,-24.93n,307,0,-28.93n,308,0,-30.63!PM113主敦截面n,309,80,0.5-6.665-0.8 n,310,80,0.5-3.5-6.665 !(实心)3.5mn,311,80,0.5-8.5-6.665 !(1/2空心)5mn,312,80,0.5-12.5-6.665 !(空心)4Mn,313,80,0.5-16.5-6.665 !n,314,80,0.5-18.594-6.665n,315,80,0.5-22.594-6.665n,316,80,0.5-24.594-6.665+0.4!(实心)2m!pm114主墩截面n,350,220,0.5-6.665-0.8 !n,351,220,0.5-3.5-6.665 !(1/2空心)5mn,352,220,0.5-8.5-6.665 !(空心)5m n,353,220,0.5-12.5-6.665 !(空心)6.064Mn,354,220,0.5-16.5-6.665 !(1/2空心)4Mn,355,220,0.5-19.294-6.665 !(实心)2Mn,356,220,0.5-23.294-6.665n,357,220,0.5-25.294-6.665+0.4local,13,0,220,-1.6027,0nsym,x,17,300,316,1csys,0 !生成边跨1mat,39real,36e,1,2mat,38real,46e,2,3mat,2real,1e,3,4e,4,5mat,2real,2e,5,6*do,i,3,35,1mat,ireal,ie,3+i,4+i*enddo*do,i,3,35,1mat,ireal,ie,38+i,39+i*enddo*do,i,3,35,1mat,ireal,ie,74+i,75+i*enddo*do,i,3,35,1mat,ireal,ie,114+i,115+i*enddo*do,i,3,35,1mat,ireal,ie,149+i,150+i*enddo*do,i,3,35,1mat,ireal,ie,185+i,186+i*enddomat,41real,38e,39,500mat,41real,38e,500,74mat,2real,2e,41,40mat,2real,1e,40,75mat,40real,37e,75,111mat,2real,1e,111,76mat,2real,2e,76,77mat,41real,38e,110,501mat,41real,38e,501,221mat,2real,2e,188,187mat,2real,1e,187,222mat,41real,37e,222,186mat,2real,1e,186,151mat,2real,2e,151,152mat,41real,38e,185,502mat,41real,38e,502,150mat,39real,36e,112,113mat,38real,46e,113,114mat,2real,1e,114,115e,115,116mat,2real,2e,116,117!建立桥墩!边墩1mat,1real,42e,300,301mat,1real,43e,301,302mat,1real,44e,302,303mat,1real,44e,303,304mat,1real,44e,304,305mat,1real,44e,305,306mat,1real,49e,306,307mat,1real,45e,307,308!主墩1mat,1real,39e,309,310mat,1real,40e,310,311mat,1real,41e,311,312mat,1real,41e,312,313mat,1real,41e,313,314mat,1real,40e,314,315mat,1real,39e,315,316!主墩2mat,1real,39e,350,351mat,1real,40e,351,352mat,1real,41e,352,353mat,1real,41e,353,354mat,1real,41e,354,355mat,1real,40e,355,356mat,1real,39e,356,357!主墩3mat,1real,39e,326,327mat,1real,40e,327,328mat,1real,41e,328,329mat,1real,41e,329,330mat,1real,41e,330,331mat,1real,40e,331,332mat,1real,39e,332,333!边墩2mat,1real,42e,317,318mat,1real,43e,318,319mat,1real,44e,319,320mat,1real,44e,320,321mat,1real,44e,321,322mat,1real,44e,322,323mat,1real,49e,323,324mat,1real,45e,324,325!添加质量惯距!两米段质量惯距r,100,1293348.4 !100米处和直线段的质量惯距r,101,1296019.6r,102,1297493r,103,1301181.8r,104,1311723r,105,1326622r,106,1348967r,107,1370728r,108,1395061r,109,1422801r,110,1452757r,111,1483258r,112,1519733r,113,1558030r,114,1597229r,115,1640292r,116,1687605r,117,1736625r,118,1790923r,119,1848602r,120,1911418r,121,1980562r,122,2052690r,123,2118097r,124,2192307r,125,2263641r,126,2350704r,127,2432292r,128,2516392r,129,2679987r,130,2853514r,131,3048284r,132,3252032r,133,3462506!边跨直线3米段r,148,1293348.4*3/2!-700处3.75米段的质量惯距r,134,2725866.2!边支点横隔r,135,2246142.5!合龙段横隔r,136,833679/2!中支点横隔r,137,5292760!添加边墩质量惯距从上到下 !变截面实心2米段r,138,1163498!1/2空心5米段r,139,1794766!空心段4米r,140,657211!1/2空心4米段r,141,1085079!实心2米段r,142,1064567!添加主墩质量惯性距 从上到下!实心3米段r,143,2345361!1/2空心5米段r,144,2869095!空心4米段r,145,1769087!1/2空心4米段r,146,2869095*4/5!实心2米段r,147,2345361*2/3!在结点处加入质量惯性距!边跨合龙段!左边边跨type,2real,135e,2type,2real,134e,3type,2real,148e,4type,2real,100e,5!右边边跨type,2real,135e,113type,2real,134e,114type,2real,148e,115type,2real,100e,116!对第一个主跨的循环*do,i,6,39,1type,2real,94+ie,i*enddo!对第二个主跨的循环*do,i,41,74,1type,2real,59+ie,i*enddo!对第3个循环*do,i,77,110,1type,2real,33+ie,i*enddo!对第4个循环*do,i,188,221,1type,2real,(-88)+ie,i*enddo!对第5个循环*do,i,152,185,1type,2real,i-52e,i*enddo!对第6个循环*do,i,117,150,1type,2real,(-17)+ie,i*enddo!添加质量惯距到桥墩!左边墩type,2real,138e,301type,2real,139e,302type,2real,140e,303type,2real,140e,304type,2real,140e,305type,2real,140e,306type,2real,141e,307type,2real,142e,308!右边墩type,2real,138e,318type,2real,139e,319type,2real,140e,320type,2real,140e,321type,2real,140e,322type,2real,140e,323type,2real,141e,324type,2real,142e,325!左边主墩type,2real,143e,310type,2real,144e,311type,2real,145e,312type,2real,145e,313type,2r,400,1769087*3/4e,314type
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 某钢铁厂安全管理规定准则
- 某家电厂组装线安全准则
- 头痛头晕健康宣教
- 春节消防安全事故警示
- 语言学如何赋能AI
- 电力安全认知培训讲解
- 如何科学选择大学专业
- 专科大学毕业生自我鉴定
- 企业库存优化方案
- 2026年八年级数学华师版预习讲义 第01讲 平方根与立方根
- 2025年医疗器械质量检验规范
- 房屋买卖合同2026年电子版下载
- 2024年湖南师范大学马克思主义基本原理概论期末考试题附答案解析
- 三年级语文下册必背课文古诗+课文文言文+日积月累+课文+译文
- 医院样本外送检测管理制度
- 俾斯麦介绍教学课件
- 2025至2030中国岩土和结构监测仪器行业市场深度研究与战略咨询分析报告
- “十五五规划纲要”解读:文化产业高质量发展
- 西藏拉萨中学2026届数学高一上期末统考模拟试题含解析
- GB/T 33652-2025水泥制造能耗测试技术规程
- 大学数学教改立项申请书
评论
0/150
提交评论