摘要
当前,高层建筑设计中的超限问题越来越多。依据新修订的规范,通过应用两套不同的软件SATWE 和ETABS,对某超限高层建筑进行了结构设计和分析。得到了结构在多遇地震作用下的内力和位移等结果, 着重讨论了结构的不规则性及由此产生的抗震问题,并提出了相应的解决办法。同时还对两种软件的计算结 果进行了比较,特别指出了在运用ETABS时需要注意的一些问题。其述及的方法可供超限高层建筑结构设 计参考。
The out-of-codes tall buildings are becoming more extensive nowadays.The design and analysis work for a building of this kind is carried out according to the new revised codes by using two kinds of softwares—SATWE and ETABS.The internal force and displacement under frequently-occur earthquake action are obtained.The irregularity of structures and the problem of aseismic design are discussed,and the aseismic measures are given.The results of two computing softwares are compared with each other.
出处
《建筑结构》
CSCD
北大核心
2005年第3期66-70,共5页
Building Structure
