底部大开间剪力墙结构多维多点应力响应
|
摘要
研究内容是在多维多点输入下底部大开间剪力墙结构应力响应分析,通过对比分析结果,发现了多维多点输入下结构的应力响应特点。
This paper research content is stress response analysis of shear wall structure with large space at the bottom under multi-dimensional and multi-support earth quake excitation.Through the comparison and analysis,it was found that the features of stress responses of shear wall structure with large space at the bottom under multi-support and multi-dimensional.
This paper research content is stress response analysis of shear wall structure with large space at the bottom under multi-dimensional and multi-support earth quake excitation.Through the comparison and analysis,it was found that the features of stress responses of shear wall structure with large space at the bottom under multi-support and multi-dimensional.
引文
[1]梁嘉庆.大跨空间结构在非一致输入下的弹性响应分析[D].南京:东南大学土木工程学院,2004,3.
[2]李宏男.结构多维抗震理论与设计方法[M].北京:科学出版社,1998.
[3]梁嘉庆,叶继红.多点输入下大跨度空间网格结构的地震响应分析[D].东南大学学报,2003,33(5):625-630.
[2]李宏男.结构多维抗震理论与设计方法[M].北京:科学出版社,1998.
[3]梁嘉庆,叶继红.多点输入下大跨度空间网格结构的地震响应分析[D].东南大学学报,2003,33(5):625-630.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心