期刊文献+

剪力释放方法解决连梁超限问题研究 被引量:1

Research on solving the out-of-code problems for coupling beam using shear release method
原文传递
导出
摘要 提出采用剪力释放方法解决钢筋混凝土剪力墙结构的连梁超限,即在连梁中点人为设定部分固定竖向弹簧刚度,对杆件内力进行释放,使连梁的最大包络剪力设计值满足剪压比要求。计算结果符合预期,该方法不受连梁截面宽度和高度的影响,可以毫无困难地进行动力分析,具有很强的可操作性,并提出了相应的设计对策。 The shear release method was presented for solving the out-of-code problems for coupling beam in RC shear wall structure. The part-fixed hook rigid was artificially established at the middle of the eoupling beam to release the beam internal forces and make the maximum envelope shear value satisfy shear-compress ratio requirement. Calculating results achieved the desired results. The method was unaffected by width and height of coupling beam seetion, and the dynamic analysis could be readily oro^ressed with stron~ maneuverability. The relevant design measures were oresented.
作者 赵毅强 陈宇 Zhao Yiqiang Chen Yu(Beijing Institute of Architectural Design, Beijing 100045, China)
出处 《建筑结构》 CSCD 北大核心 2016年第22期110-115,35,共7页 Building Structure
关键词 钢筋混凝土 剪力墙 剪力释放 连梁 reinforced concrete shear wall shear release coupling beam
  • 相关文献

同被引文献8

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部