摘要
介绍了某办公楼超限高层建筑结构设计及在罕遇地震作用下弹塑性时程分析。采用EPDA计算程序进行罕遇地震作用下的弹塑性时程补充计算分析,以保证该结构的关键构件在罕遇地震作用下保持应有的工作性能,防止连体结构的连续倒塌。
This structure design of a long-span high-rise connected building beyond the code limit is presented,and the elastoplastic timing analysis under severe earthquake is carried out.The software of EPDA is adopted to do the supplemental calculation,so the seismic performance of the main components and preventing collapse of the building under severe earthquake are ensured.
引文
[1]GB50010-2010,混凝土结构设计规范[S]
[2]JGJ3-2002/2010,高层建筑混凝土结构技术规程[S]
[3]GB50011-2010,建筑抗震设计规范[S]
[4]JGJ138-2001,型钢混凝土组合结构技术规程[S]
[5]徐培福.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005