摘要
在高层剪力墙结构的设计计算过程中,针对平面凹凸较深,外墙转角设置角窗等结构特点,在结构布置、分析计算和构造措施等方面作出有效处理,让结构的扭转效应得到控制,使整体设计满足规范要求。
This paper presents the structure design and computing process of a high shear wall building. The building has concaver-conyers shape through the breaks and has windows in comer of exterior wall. Through the structure plane arrangement, elastic plane design and the structural treatment for upper structure, the torsion of the structure is controlled. This project can give reference to the similar design.
出处
《芜湖职业技术学院学报》
2006年第3期33-34,共2页
Journal of Wuhu Institute of Technology
关键词
剪力墙结构
抗震设计
质量中心
刚度中心
扭转效应
shear wall structure
aseismatic design
mass center
rigidity center
torsion effect.