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基于弯曲-斜压复合传力机制的RC剪力墙水平承载力计算方法

ZHANG Jinling PENG Youkai

北京建筑大学学报2025,Vol.41Issue(6):59-65,7.
北京建筑大学学报2025,Vol.41Issue(6):59-65,7.DOI:10.19740/j.2096-9872.2025.06.07

基于弯曲-斜压复合传力机制的RC剪力墙水平承载力计算方法

Calculational Method of Horizontal Bearing Capacity of RC Shear Walls Based on A Mixed Flexure-Diagonal Compression Mechanism

ZHANG Jinling 1PENG Youkai1

作者信息

  • 1. Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material,Beijing University of Civil Engineering and Architecture,Beijing,100044||Multi-Functional Shaking Tables Laboratory,Beijing University of Civil Engineering and Architecture,Beijing 100044
  • 折叠

摘要

Abstract

Based on a mixed flexure-diagonal compression mechanism,a calculation method is proposed to calculate the ultimate bearing capacity of reinforced concrete shear walls with small and medium shear-to-span ratios.In this model,the ultimate bearing capacity of shear wall is composed of flexural mechanism and diagonal compression mechanism,and the link between the flexural mechanism component and the ideal flexural strength should be established by the coefficient K defined as the degree of participation of flexural mechanism.The value of K can be determined by conducting regression analysis based on test parameters such as shear-span ratio,axial compression ratio,and reinforcement ratio,etc.Using a database of 152 reinforced concrete shear wall tests,the ultimate bearing capacity of the members was calculated with the proposed method.The results were then compared and analyzed against the predictions of Chinese,American,and Japanese codes,as well as models proposed by researchers.The study shows that design codes are overall conservative in calculations of shear wall elements,while the formulas proposed by researchers have improved in accuracy but have a high degree of discretization.In contrast,the prediction using the mixed flexure-diagonal compression mechanism model was well predicted with a mean value of 1.04 and a coefficient of variation of 0.13,which shows good adaptability to small and medium shear-span ratio shear wall specimens failed by shear,flexure or flexure-shear.

关键词

钢筋混凝土剪力墙/弯曲-斜压复合传力机制/数据库/正截面理想受弯承载力/水平承载力

Key words

reinforced concrete shear walls/a mixed flexure-diagonal compression mechanism/database/ideal flexural strength/lateral load-carrying capacity

分类

建筑与水利

引用本文复制引用

ZHANG Jinling,PENG Youkai..基于弯曲-斜压复合传力机制的RC剪力墙水平承载力计算方法[J].北京建筑大学学报,2025,41(6):59-65,7.

基金项目

工信部科技计划项目(TC240HE75). (TC240HE75)

北京建筑大学学报

1004-6011

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