摘要
满足规范允许的层间侧移角的最少抗震剪力墙数量为最优剪力墙数量,相应的设计为最优设计。按现行规范要求,考虑影响剪力墙数量的各种因素,结合其它限制条件,建立框架-剪力墙结构中剪力墙数量优化的数学模型,可供工程设计参考。
With the continuity of the frame-shear wall structure, an optimal quantity of the shear wall number that the minimum number is the most optimal number under the allowable story drift angle is proved, the corresponding optimal design for the design. Under the requirements of current codes, to consider the impact of the number of shear-walls of various factors, in combination with other restrictions, the mathematical model of optimization of the shear wall number was established in shearwall structure, which can give reference to design.
出处
《泰州职业技术学院学报》
2010年第1期61-63,共3页
Journal of Taizhou Polytechnic College
关键词
框架-剪力墙结构
剪力墙
数量
优化
层间侧移角
frame-shear wall structures
shear wall
quantity
optimization
story drift angle