An Equivalent Truss Model for In-Plane Nonlinear Analysis of Unreinforced Masonry Walls
نویسندگان
چکیده
منابع مشابه
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Code design of Unreinforced Masonry (URM) buildings is based on elastic analysis, which requires as input parameter the effective stiffness of URM walls. Current approaches estimate the effective stiffness as fixed ratio of the gross sectional stiffness but comparisons with experimental results have shown that this does not yield satisfactory predictions. In this paper, a recently developed ana...
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2018
ISSN: 2476-3055
DOI: 10.28991/cej-0309136