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- W2375333151 abstract "Nonlinear cyclic behavior of steel bending members with constant axial compression is studied by using the Double Nonlinear Shell Finite Element program (DNSFEM). As a result, the hysteretic characteristic has been reviewed, and the limiting width- to- thickness ratio of plates under strong seismic actions has been suggested." @default.
- W2375333151 created "2016-06-24" @default.
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- W2375333151 date "2000-01-01" @default.
- W2375333151 modified "2023-09-23" @default.
- W2375333151 title "Study on Hysteretic Behavior of Box- section Steel Beam- columns Under Cyclic Bending and on Limiting Ratio of Width- to- thickness of its Plates" @default.
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