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- W1968781010 abstract "The uncertainties of earthquake currently were not considered with the various lateral load patterns of pushover. The convex set theory, which requires much less information, is employed to model the uncertainties of the seismic influence coefficient maximum and the characteristic period of response spectrum. Then the convex analysis method is integrated into the fundamental equation of pushover, and the analytic relationship of lateral seismic load and top displacement of buildings is derived. The results of numerical example shows that the new lateral load pattern of pushover proposed in this research may effective simulate the uncertainties of strong ground motion." @default.
- W1968781010 created "2016-06-24" @default.
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- W1968781010 date "2011-05-01" @default.
- W1968781010 modified "2023-09-28" @default.
- W1968781010 title "Convex Model for a New Lateral Load Pattern of Pushover Analysis" @default.
- W1968781010 cites W2025111836 @default.
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- W1968781010 doi "https://doi.org/10.4028/www.scientific.net/amr.243-249.4013" @default.
- W1968781010 hasPublicationYear "2011" @default.
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