摘要
基于工程实例形成了一套完整的钢板混凝土设计流程。采用整体有限元计算的方法,确定了地震、温度等荷载作用下,结构的内力分布。通过内力及配筋计算结果,确定墙体各组成部件的几何尺寸及数量。最后对栓钉、拉筋、钢板等进行复核,并对局部位置栓钉的结果进行了修正。复核结果基于美标和国标的计算方法进行了横向对比。
This paper forms a complete set of steel plate concrete design process based on engineering examples.The internal force distribution of the structure under earthquake,temperature and other loads is determined by using the overall finite element calculation method.Through the calculation results of internal force and reinforcement,the geometric size and quantity of each component of the wall are determined.Finally,the stud,tie bar and steel plate are rechecked,and the results of local stud are corrected.The review results are compared horizontally based on the calculation methods of American Standard and national standard.
作者
于跃
王鹏
高爱平
YU Yue;WANG Peng;GAO Aiping(China Nuclear Power Engineering Co.,Ltd.,Beijing 100840,China)
出处
《建筑结构》
CSCD
北大核心
2022年第S01期1318-1322,共5页
Building Structure
关键词
有限元分析
栓钉间距
距厚比
钢板混凝土
transfer cleaning room
stud spacing
distance thickness ratio
steel plate concrete
