摘要
辽宁红沿河核电站常规岛主厂房长度超过规范限值,温度问题不可忽视,通过有限元软件sap2000的计算以及对结果的分析,得出主厂房超长钢筋混凝土温度效应产生的的内力特点和配筋。
The length of nuclear CI mainpower house is longer than the maximum value of the code,temperature stress must take intoaccount.Calculated by the finite element software,as well as analysis of the results,obtained the internal forces characteristics and reinforcement methods of ultra-long reinfoeced concrete structure.
出处
《工程建设与设计》
2010年第8期45-47,共3页
Construction & Design for Engineering
关键词
超长钢筋混凝土结构
温度应力
收缩
ultra-long reinfoeced concrete structure
temperature stress
shinkage
