摘要
本文就如何应用软化桁架理论研究带边框低剪力墙的抗剪性能进行了较详细的分析,推荐了一种与试验结果符合较好的计算方法。另外,文中给出了适合于工程设计使用的带边框低剪力墙最大抗剪承载能力计算公式。
This paper presents the discussion on the application of 'softened' truss theory in the shearing behaviour research of conventional wall with boundary elements, and recommends a calculation method by which the results obtained accord better with those from various tests. It gives a calculation formula for low-rise shearwall with boundary elements, being also applicable to structure design.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1992年第2期80-85,共6页
Journal of Southeast University：Natural Science Edition
基金
高等学校博士学科点专项科研基金
关键词
钢筋混凝土
剪力墙
剪切强度
reinforced concrete, shear, shearwall, shear strength
