- 摘 要
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(1 昆明理工大學工程抗震研究所， 昆明 650500； 2 昆明理工大學建筑工程學院， 昆明 650500)
［摘要］通過收集軟件模擬分析及振動臺試驗中各結構形式的典型多高層新型現(xiàn)代建筑（如框架、框剪、筒體等結構形式）的相關數(shù)據(jù)。將這些資料根據(jù)結構類型分類整理，并根據(jù)層間位移角等指標，分別得到不同結構類型建筑依據(jù)遭遇烈度的房屋破壞比。最后通過MATLAB等軟件對比分析得到這些建筑的抗震性能對比結果。
［關鍵詞］現(xiàn)代建筑； 破壞比； 易損性曲線； 抗震性能
中圖分類號： TU352.11 文獻標識碼： A文章編號： 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
作者簡介： 林皓鋆，碩士，Email：414683193@qq.com。
