Seismic Performance Evaluation of a High-Rise Building with Structural Irregularities

Seismic Performance Evaluation of a High-Rise Building with Structural Irregularities

In this study, the seismic performances of a 14-storey office building in Nanjing, China, due to its plan and vertical irregularities in the structural system, were evaluated using the response spectrum method, elastic time history analysis and elastic–plastic time history analysis. In combination o...

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Bibliographic Details
Main Authors: Huijuan Jia, Yongsheng Song, Xi Chen, Shunqing Liu, Binsheng Zhang
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Buildings
Subjects:
seismic performance
structural irregularity
transfer storey
damage estimation
three levels of earthquakes
Online Access:https://www.mdpi.com/2075-5309/12/9/1484

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https://www.mdpi.com/2075-5309/12/9/1484

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