摘要
结合一栋高层住宅建筑结构的设计,着重讨论了其内力分析、计算模型的处理、参数的控制、结构超长的处理措施,指出对于高度较高、高宽比较大的剪力墙结构,减小结构刚度能有效减少地震反应,从而满足设计要求。
Combining with the design of the architectural structure of a high-rising building, the paper emphasizes on the analysis of the interhal force, the treatment of calculating model, the control of parameters, and the treatment measure of over-long structure, and points out the reduction of structure rigidity can effectively reduce the earthquake effects for the shearing structure with higher height and wider width, so as to meet the demand of the design.
出处
《山西建筑》
2009年第18期60-61,66,共3页
Shanxi Architecture
关键词
高层建筑
剪重比
扭转系数
结构超长
设计
high-rising building, shear-weight ratio, torsional coefficient, over-long structure, design