某高位转换高层建筑结构设计  

Structure Design of A High-rise Building with High-level Transfer Story

作　　者：魏路[1] 程昭波[1] 钟维浩 刘淼鑫[1] 黄作军 伍阳[1] 

机构地区：[1]广东省建筑设计研究院,广州510010

出　　处：《华南地震》2015年第2期10-17,共8页South China Journal of Seismology

摘　　要：对某高位转换高层建筑进行结构设计分析,重点分析了PKPM不同计算模块对转换构件的计算结果,对比发现不同的模块计算结果有较大不同,在结构设计时应对结果进行仔细分析综合判断,才能作为设计依据。同时根据规范设定的抗震性能目标,研究结构的整体抗震性能,分别进行多遇地震作用下的弹性反应谱分析和罕遇地震作用下的推覆分析,结果表明:结构满足抗震性能要求。在多遇地震作用下,结构完全处于弹性工作,在罕遇地震作用下,塑性铰出现的时间和位置合理,满足抗震性能要求。In this paper, the structural design for a high-rise building with high-level transfer story is carried out within PKPM different calculation module components. The paper compares the results and finds that there existed quite different in different modules. So the results which had been carefully analyzed can serve as a design basis in the structural design. Meanwhile, according the seismic performance objectives set by the specification, the paper studies the overall seismic performance of the structure by the elastic earthquake response spectrum analysis and rare earthquake pushover analysis. The results show that the structure meets the seismic performance requirements; the structure is completely elastic in the weak earthquake and in rare earthquake; the reasonable time and location of plastic hinges appear to meet the seismic performance requirement.

关 键 词：高位转换 转换梁分析 推覆分析 

分 类 号：TU973.31[建筑科学—结构工程]