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- W2034459306 abstract "A simplified displacement-based earthquake loss assessment model (DBELA) on an urban scale is re-investigated by adopting two-dimensional equivalent linearization approach. Taken the reinforced concrete beam-sway frames as example, nonlinear dynamic time-history analyses are carried out to investigate the validity of DBELA methodology. Numerical comparison indicates that DBELA with two-dimensional equivalent linearization approach can give a precise vulnerability assessment of beam-sway concrete frames and the hysteresis rules of the equivalent linearization approach have a slight influence on the assessment results of DBELA." @default.
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- W2034459306 date "2012-04-01" @default.
- W2034459306 modified "2023-09-26" @default.
- W2034459306 title "Displacement-Based Earthquake Loss Assessment Methodology Adopting Two-Dimensional Equivalent Linearization Approach" @default.
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- W2034459306 doi "https://doi.org/10.1080/13632469.2011.638698" @default.
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