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- W2353380575 abstract "Three typical representations of seismic capacity of structures,including conventional Pushover curve,energy-based Pushover curve and energy-based energy capacity curve are shown,and P-Δ effects and adaptive modal lateral load distribution on evaluating of seismic capacity of structures in detail are investigated.Then,numerical evaluation is implemented on 9-story and 20-story prototype steel moment resisting frame structures,and experimental results show: The energy-based Pushover curve behaves more smoothly bilinear than conventional Pushover curve,and can prevent the reversal of the higher modal conventional Pushover curve efficiently.The energy-based energy capacity curve can be applied to the energy-based evaluation rationally.The adaptive modal lateral load distribution produces larger capacity of the yielded structures than the invariant modal lateral load distribution,especially under the higher modal lateral load distributions.The structural seismic capacity considering the real existing P-Δ effects is lower than that without considering P-Δ effects,but for lower-and medium-story structures P-Δ effects are unobvious." @default.
- W2353380575 created "2016-06-24" @default.
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- W2353380575 date "2013-01-01" @default.
- W2353380575 modified "2023-09-24" @default.
- W2353380575 title "Evaluation of seismic capacity of structures considering P-Δ effects and adaptive modal lateral load distribution" @default.
- W2353380575 hasPublicationYear "2013" @default.
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