首页 | 本学科首页   官方微博 | 高级检索  
     检索      

钢筋混凝土壳体矮圆仓的外环梁设计
引用本文:王凤池,张国联,刘树玉,朱浮声.钢筋混凝土壳体矮圆仓的外环梁设计[J].东北大学学报(自然科学版),2004,25(11):1111-1113.
作者姓名:王凤池  张国联  刘树玉  朱浮声
作者单位:东北大学,资源与土木工程学院,辽宁,沈阳,110004;东北大学,资源与土木工程学院,辽宁,沈阳,110004;东北大学,资源与土木工程学院,辽宁,沈阳,110004;东北大学,资源与土木工程学院,辽宁,沈阳,110004
基金项目:辽宁省自然科学基金资助项目(20021008)
摘    要:采用环形结构的计算理论,对外环梁进行了受力分析·通过对壳体理论的简化计算,分析了壳体在薄膜力和边缘力作用下的位移和转角,利用外环梁处的位移协调条件,能够求出外环梁的力和弯距,为外环梁的工程设计提供理论工具·并且利用给出的公式可以计算矮圆仓壳体上弯矩和应力的分布·分析表明,弯矩在接近外环梁处较大,远离则逐渐变小·通过与有限元计算和实测的结果对比,说明本文的计算方法具有可靠的精度·

关 键 词:矮圆仓  壳体  外环梁  位移  薄膜力  现场实测
文章编号:1005-3026(2004)11-1111-03
修稿时间:2004年3月23日

Design of Outer-Ring Beam of Squat Reinforced Concrete Shell Silo
WANG Feng-chi,ZHANG Guo-lian,LIU Shu-yu,ZHU Fu-sheng.Design of Outer-Ring Beam of Squat Reinforced Concrete Shell Silo[J].Journal of Northeastern University(Natural Science),2004,25(11):1111-1113.
Authors:WANG Feng-chi  ZHANG Guo-lian  LIU Shu-yu  ZHU Fu-sheng
Institution:(1) Sch. of Resources and Civil Eng., Northeastern Univ., Shenyang 110004, China
Abstract:Use the calculating method of ring structures to analyze the internal forces of an outer-ring beam and simplifies the calculation of shell moment theory to analyze the displacements and turning corners under the actions of membrane force and fringe force. According to the condition under which the displacements at the beam can be coordinated, some formulas are given to calculate the forces and moments of outer-ring beam and their distributions on the shell of squat silo, thus providing a theoretical method for the design of such projects. An analysis indicates that the moments near the outer-ring beam are bigger and become smaller away from the beam. In comparison to the result of finite element analysis and field measurements, the calculating method proposed shows reliable precision.
Keywords:squat silo  shell  outer-ring beam  displacement  membrane force  field measurements
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《东北大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《东北大学学报(自然科学版)》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号