海口某超高层住宅弹塑性动力分析
发布时间：2019-01-20 16:24
【摘要】：海口某拟建超高层剪力墙住宅高度137m,超过规范要求的B级适用高度,且工程位于8度半烈度区、场地土类别为Ⅲ类,结构抗震十分不利。基于SAUSAGE程序采用显式积分的方法,考虑结构几何和材料非线性,进行了罕遇地震作用下的弹塑性时程分析,着重分析了剪力墙和连梁的损伤破坏程度,以检验结构在罕遇地震作用下的抗震性能。分析结果表明,结构主要墙体均未出现明显损坏,连梁塑性发展充分,结构抗震性能较好。
[Abstract]:The building height of a super high-rise shear wall building in Haikou is 137m, which exceeds the applicable height of class B required by the code, and the project is located in the 8 degree semi-intensity zone, and the site and soil category is type 鈪，
本文编号：2412190
[Abstract]:The building height of a super high-rise shear wall building in Haikou is 137m, which exceeds the applicable height of class B required by the code, and the project is located in the 8 degree semi-intensity zone, and the site and soil category is type 鈪，
本文编号：2412190
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