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Evaluation of Modeling Strategies for Seismic Analysis of Confined Masonry Structures
[post]
2022
unpublished
Numerical models are effective tools for nonlinear seismic analysis required for performance-based design of structures. However, their potential often falls short while simulating the behavior of masonry structures because of their complex anisotropic behavior. The complexity increases further for confined masonry (CM) where, in addition to masonry, RC confining members are constructed around the periphery of masonry walls such that the structure work in unison. Though some modeling schemes
doi:10.21203/rs.3.rs-1506811/v1
fatcat:5ooo3n2dq5bidnvvoqyqi4zhnu