摘要
以武汉一幢超高层钢筋混凝土剪力墙结构为研究对象,利用SAP2000结构分析软件,建立该结构的分析模型,分析了结构的动力特性以及结构在设计风荷载作用下的反应,并根据随机振动理论分析结构的风振响应。
One reinforced concrete shear walls super-high structure in Wuhan was analyzed in this paper. Through using of structure analysis software SAP2000, the structure analysis model was builded, dynamic characteristics and the response under the designed wind loud were analyzed, also wind induced response based on random vibration theory.
出处
《国外建材科技》
2008年第5期63-65,共3页
Science and Technology of Overseas Building Materials
