Performance evaluation of masonry Infilled RC frame structures under lateral loads

Građevinar

article

Khelfi Mebarek¹  Nouredine Bourahla²  Mustapha Remki³ 

[1] National Earthquake Engineering Research Centre, CGS, Algeria Department of Civil Engineering, Faculty of Technology Saad Dahlab University;National polytechnic school;National Earthquake Engineering Research Centre

关键词: Indices of performance;    lateral strength;    lateral stiffness;    dissipated energy;    infill panels;    RC frames;    tapered joints;   

DOI  :  10.14256/JCE.2647.2019

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

Numerous studies on masonry infill panels have greatly contributed to the research of strength, stiffness and energy dissipation capacity of various buildings. If the effects of masonry panels are disregarded, structural damage will occur under any significant ground motion, and even lead to collapse of the entire structure. The mode of failure is strongly dependent on the masonry and RC frame interaction. This work proposes an evaluation method for determining the participation ratio of masonry infill panels on RC frames under lateral loads.

【 授权许可】

CC BY