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Seismic fragility assessment of load‐bearing soft‐brick unreinforced masonry piers

Journal of Safety Science and Resilience 2022年第4期3卷 277-287页

作者： Jayaprakash Vemuri Tariq Anwar kvl subramaniam Department Of Civil Engineering École Centrale School of EngineeringMahindra UniversityTelangana 500043India Department of Earth Science and Engineering(ErSE) King Abdullah University of Science and TechnologyThuwal23955-6900Saudi Arabia Department of Civil Engineering Indian Institute of Technology HyderabadTelangana 502285India

Unreinforced masonry(URM)made with soft bricks comprises a large percentage of the building stock in devel-oping ***,the poor performance of URM piers during earthquakes has led to renewed interest in understanding their behavior under lateral *** experimental data is available on the seismic response,analysis,and design of URMs made of soft *** this study,the micro-modeling technique is used to simulate the in-plane behavior of load-bearing,soft-brick URM *** parameters required in the constitutive models are obtained from material tests and used to develop a calibrated numerical model of the URM *** with various aspect ratios subjected to various axial stresses are numerically modeled to obtain monotonic and cyclic responses,and their critical displacement limit states are *** in the failure modes of masonry piers with variations in the aspect ratio and axial stress are ***-bearing piers exhibit three distinct failure modes:bed sliding,diagonal shear cracking,and flexure,depending on the aspect ratio and axial *** seismic fragility of each pier failure type is examined using nonlinear time history *** results show that bed-sliding piers collapse at extremely low PGA *** failing through diagonal shear cracking also fail at low PGA *** piers can resist seismic forces up to a slightly higher PGA level and thus are the last to *** results also indicate that the effect of uncertainty in ground motions is more significant than the effect of variability in the masonry pier capacities.

关键词： Unreinforced masonry Soft brick Micro-modeling Nonlinear time history analyses Synthetic ground motions Seismic fragility

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