摘要
介绍了内藏钢板支撑剪力墙这种新型抗侧力支撑体系的特点及性能,通过对其屈服前刚度的有限元分析,推导出内藏钢板支撑剪力墙有效宽度系数的影响因素,并提出了内藏钢板支撑剪力墙的相关构造措施,可为进一步的研究和《高层民用建筑钢结构技术规程》(JGJ 99-98)的修订提供参考.
The characteristics and performance of steel plate brace precasted in shear wall,a new type of lateral force resisting brace system,is introduced.By finite element analysis on non-yielded stiffness,factors of steel plate brace precasted in shear wall are induced.Structure pleasure of steel plate brace precasted in shear wall is produced,which provides later research and the being-revised specification of Technical Specification for Steel Structure of Tall Buildings（JGJ 99-98）appendix with reference.
出处
《河南科学》
2013年第6期803-806,共4页
Henan Science
基金
国家自然科学基金资助项目(51009066)
关键词
内藏钢板支撑剪力墙
有效宽度系数
有限元分析
steel plate brace precasted in shear wall
efficient width coefficient
finite element analysis
