摘要
黄石市中级人民法院审判楼属不规则的复杂高层结构。扭转不规则、楼板局部不连续、局部存在较多的穿层柱,将导致该楼成为一栋超限高层建筑。通过合理的结构布置、选型、电算设计,有效解决了结构规则性超限问题,使地震作用下的结构设计实现了规则化。
The structure of Huangshi Intermediate People's Court judgment House belongs to irregular high-level structure. There arc many problems in this building. These problems include irregularly reverse among program phase building functional layout, local floor discontinuities, and more wear layer colunm.This paper describes the optimization of the Building through the structure optimization, the re-classified structure calculation unit, computing and designing by PKPM, SATWE .The structural analysis results show that it can effectively solve the problems of structural regularity overrun through reasonable structure layout, structural selection, and structural computing design, thus realize structural design regularization under seismic action.
出处
《工程建设与设计》
2013年第4期67-70,共4页
Construction & Design for Engineering
关键词
复杂高层结构
结构布置优化
抗震分析
规则化
irregular high-level structure
structural layout optimization
seismic analysis
regularization