摘要
本文采用MIDAS Building软件对某超限高层建筑进行罕遇地震下的静力弹塑性分析,评价其能力曲线、剪力墙的应变等级、框架的出铰情况,结果表明,该结构能满足性能目标的要求。最后对局部薄弱部位提供了有效的加强措施。
In this paper, static elastic-plastic analysis of a super high-rise building on rare occurrence earthquake was made by MIDAS Building. The performance curve, strain level of the shear wall and the hinge of frame were evaluated. The results indicated that the structure has met requirements of performance objectives. In the end, some effective reinforcement measures on the partial weak member were put forward.
作者
徐超
余飞
XU Chao(Wuhan Hechuang Constructional Engi. Design Co., Ltd., Wuhan 430073, Chin)
出处
《低温建筑技术》
2018年第4期58-61,共4页
Low Temperature Architecture Technology
关键词
超限高层建筑静力弹塑性分析
性能点
应变等级
high-rise building beyond code limits
static elastic-plastic analysis
performance point
strain level
