(1 昆明理工大学工程抗震研究所， 昆明 650500； 2 昆明理工大学建筑工程学院， 昆明 650500)

［摘要］通过收集软件模拟分析及振动台试验中各结构形式的典型多高层新型现代建筑（如框架、框剪、筒体等结构形式）的相关数据。将这些资料根据结构类型分类整理，并根据层间位移角等指标，分别得到不同结构类型建筑依据遭遇烈度的房屋破坏比。最后通过MATLAB等软件对比分析得到这些建筑的抗震性能对比结果。

［关键词］现代建筑； 破坏比； 易损性曲线； 抗震性能

中图分类号： TU352.11 文献标识码： A文章编号：  1002-848X(2016)S1-0329-04

Comparative study on seismic performance of new type modern buildings

Lin Haojun1, Pan Wen1, Zhang Jian1, Sun Minjie2

(1 Institute of Earthquake Engineering, Kunming University of Science and Technology， Kunming 650500, China；

2 Civil Engineering and Architecture School, Kunming University of Science and Technology, Kunming 650500, China)

Abstract: Through the collection of the relevant data of a new type of modern architecture (such as the frame, frame shear wall, cylinder structure and so on) of various structural forms from software simulation model and the shaking table test. According to the classification and arrangement of the structure types, and the displacement angle of the layer and other index, the house damage ratio of different structure types on the basis of earthquake intensity was got respectively. Finally, comparison and analysis results of seismic performance of the architecture were given using the software like MATLAB and so on.

Keywords: modern buildings； damage ratio； fragility curves； seismic performance

作者简介： 林皓鋆，硕士，Email：414683193@qq.com。