摘要
在试验基础上,阐述了如何应用复合剪力墙板的弯曲开裂强度、腹剪斜裂缝开裂强度、极限搞弯载力、极限搞剪载力以及极限抗滑移承载力的理论计算公式,进行复合剪力墙结构的设计计算,从而设计出合理的复合剪力墙结构。
Based on test, making use of theoretical calculation formulas of bending cracking strength, cracking strength of web shearing diagonal crack, ultimate bending strength, ultimate shearing strength and ultimate sliding strength about composite shear wall slabs, the method about how to design and calculate the composite shear wall structure is expounded, therefore composite shear wall structure can be designed rationally.
出处
《辽宁工程技术大学学报(自然科学版)》
CAS
北大核心
2002年第5期608-611,共4页
Journal of Liaoning Technical University (Natural Science)
关键词
复合剪力墙结构
结构设计
计算模式
弯曲开裂强度
腹剪斜裂缝开裂强度
极限抗弯承载力
极限剪承载力
极限抗滑移承载力
composite shear wall structure
bending cracking strength
cracking strength of web shearing diagonal crack
ultimate bending strength
ultimate shearing strength
ultimate sliding strength
designing and calculating