摘要
利用ANSYS有限元程序,对新疆新型石木结构进行了弹塑性时程分析,通过试验与数据分析得出石木结构类型房屋抗震性能良好,能够满足基本烈度为8度(0.2g)地区的抗震设防要求的结论。
The elastic time history analysis of Xinjiang newly stone-wood structure was analyzed with ANSYS finite dement program. Through testing and data analysis, it concluded that stone-wood structure building had better seismic performance and satisfied aseismic design require-ment of basic earthquake intensity of 8 degree（0.2 mol）.
出处
《山西建筑》
2009年第8期88-89,共2页
Shanxi Architecture
关键词
抗震安居
石木结构
地震反应
aseismic buildings, stone-wood structure, seismic response
