Dynamic Elastoplastic Analysis of a Overrun High-rise Building With Inclined Column Conversion
The engineering project is 41 floors above ground and a structural height of 189.10 meters.There are torsional irregularities and lo-cal irregularities(such as through layer columns and inclined column conversions),and it belongs to a super limit high-rise structure with a height exceeding Class B.Conducted dynamic elastic-plastic analysis under rare earthquake action based on PERFORM-3D,and design anal-ysis was conducted for irregular items,and corresponding strengthening measures were proposed.
Overrun high-rise buildingsPerformance-based seismic designElastoplastic analysisFinite element analysisDesign of joints
国家科技期刊平台
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