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- W2189403258 abstract "The critical load of a steel column in a multistory frame in elastic stage can be easily determined by elastic stability analysis. However, the critical load and effective length factor K of the column in a frame in inelastic stage cannot be evaluated directly with an alignment chart or any other methods based on elastic behavior. In this study, inelastic stability characteristic equations are derived for thirteen modes of a steel column on a frame associated with plastic hinges and failure hinges on a column or beam end. The critical load and effective length factor K of a column on a frame in inelastic stage is determined by solving the inelastic stability characteristic equations with numerical process. The results show that, in some modes, the value of a steel column’s inelastic effective length factor K of is larger than the value of its effective length factor K in an elastic stage. Therefore, in some modes, the value of steel column’s inelastic critical buckling load is less than its elastic critical buckling load. As a result, analyzing only the elastic stability of a frame’s steel columns while disregarding their inelastic stability could lead one to overestimate the steel frame’s seismic lateral resistant capacity." @default.
- W2189403258 created "2016-06-24" @default.
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- W2189403258 date "2001-01-01" @default.
- W2189403258 modified "2023-09-27" @default.
- W2189403258 title "Seismic Stability Analysis for Multi-Story Steel Frame with Inelastic Sidesway" @default.
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