The Over-Strength Coefficient of Masonry-Infilled RC Frame Structures under Bidirectional Ground Motions

The over-strength coefficient is one of the key factors for the seismic safety of a structure. For RC frames, the infill wall may improve the lateral bearing capacity, while the seismic demand increases as well, which leads to the unexpected seismic performance of an infilled RC frame in past earthq...

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Bibliographic Details
Main Authors: Xiaomin Wang, Yuhan Su, Jingchang Kong, Maosheng Gong, Chunhui Liu
Format: Article
Language:English
Published: MDPI AG 2022-08-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/9/1290