摘要
为满足带竖缝钢筋混凝土剪力墙的设计原则,提出了若干补充计算和构造措施以实现竖缝墙的设计思想,建议采用壁式框架力学模型对结构进行计算分析。并通过参考钢筋混凝土设计规范(GB50010-2002),对原有竖缝剪力墙设计方法进行了改进。
Several supplementary design rules and detailing requirements are proposed to implement the design philosophy of the slit wall.The paper suggested a wall-column model which was used to analyze RC slit wall.The design method for the reinforced slit wall based on the design procedure for beam-columns in Chinese code for reinforced concrete structures GB50010-2002 is recommended instead of the currently specified method in JGJ99-98.
出处
《四川建筑科学研究》
北大核心
2010年第6期46-49,59,共5页
Sichuan Building Science
基金
江苏省普通高校自然科学研究计划项目(2008CH064J)
