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About A New Procedure To Include Torsional Effects in Pushover Analysis of Torsional Buildings
A new procedure is proposed to more accurately include torsional effects in pushover analysis of torsional buildings. The conventional pushover analysis method fails to fully capture torsional behavior, as eccentricity decreases with plastic deformation. The proposed method applies the modal displacements from the first mode as constraints, calculates the resulting support reactions, and uses these as the lateral load pattern. This helps maintain the torsional component throughout analysis. The method is tested on structures with different configurations and compared to nonlinear time history analysis results. The proposed procedure is found to better predict torsional building response compared to conventional pushover analysis.
Detailed Information
| Author: | ['Mohammed Junaid Shaikh'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 9 |
| Language: | English |
| Format: | |
| Price: | FREE |
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