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- W640799845 abstract "Strength reduction factor is used to estimate inelastic strength demands from elastic strength demands. The strength reduction factor represents a reduction degree of design strength by permitting inelastic behaviors within the limited ductility capacity. Most of existing formulas for strength reduction factor were mainly constructed for the elasto-plastic model and limited numbers of earthquake records. In order to improve application and usefulness of simple formula for the strength reduction factor, two hysteretic models and 80 earthquake records are used in the inelastic response spectrum analysis. Two hysteretic models used are the bilinear and stiffness degrading models. In order to reflect characteristics of earthquakes, the 80 earthquake records are classified into two groups of 40 far-field and 40 near-field earthquake records. The effects of several parameters such as displacement ductility, strain hardening ratio, period, characteristics of earthquakes and hysteretic models for the strength reduction factor are evaluated. Accuracy of the proposed formula is evaluated by comparing the strength reduction factors estimated by existing and proposed formulas with those calculated from inelastic response spectrum analysis." @default.
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- W640799845 date "2007-01-01" @default.
- W640799845 modified "2023-09-23" @default.
- W640799845 title "Estimation of Strength Reduction Factor for Nonlinear Structural System subjected to Near Field and Far Field Earthquakes" @default.
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