摘要:黄石市中级人民法院审判楼属平面和其它不规则的复杂高层结构。方案阶段建筑功能布局中扭转不规则、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。详细介绍了黄石市中级人民法院审判楼通过结构布置优化、结构计算单元重新划分, 通过PKPM、SATWE10版(2011年9月1日)电算、设计。结构分析结果均表明, 合理的结构布置、结构选型、结构电算设计有效解决了结构规则性超限的问题, 使在地震作用下的结构设计实现了规则化。

Abstract: The structure of Huangshi Intermediate People's Court judgment House belongs to the plane and other irregular high-level structure.There are many problems which lead this building to become a High-rise building.These problems include irregularly reverse among program phase building functional layout, local floor discontinuities, and more wear layer column.This paper describes the optimization of Huangshi Intermediate People's Court Building through the structure optimization, the re-classified structure calculation unit, computing and designing by PKPM, SATWE10 version (September 1, 2011).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.