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Probabilistic Seismic Performance Evaluation of Existing Buildings through Non-stationary Stochastic Ground Motions and Incremental Dynamic Analysis
This paper critically evaluates the probabilistic seismic performance of existing buildings. During the process, the non-stationary stochastic ground motions and incremental dynamic analysis (IDA) are adopted. The principles of non-stationary stochastic ground motions are introduced, and the structural performance under the earthquake excitations is evaluated. The paper lays the foundation for the further performance assessment of infrastructures considering the stochastic characteristics of earthquakes in the future.
Probabilistic Seismic Performance Evaluation of Existing Buildings through Non-stationary Stochastic Ground Motions and Incremental Dynamic Analysis
This paper critically evaluates the probabilistic seismic performance of existing buildings. During the process, the non-stationary stochastic ground motions and incremental dynamic analysis (IDA) are adopted. The principles of non-stationary stochastic ground motions are introduced, and the structural performance under the earthquake excitations is evaluated. The paper lays the foundation for the further performance assessment of infrastructures considering the stochastic characteristics of earthquakes in the future.
Probabilistic Seismic Performance Evaluation of Existing Buildings through Non-stationary Stochastic Ground Motions and Incremental Dynamic Analysis
Cao, Xu-Yang (Autor:in)
06.11.2021
783511 byte
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Probabilistic seismic hazard and stochastic ground motions
Online Contents | 1994
|Incremental Dynamic Analysis of Existing Steel Braced Frame Buildings in Moderate Seismic Zones
British Library Conference Proceedings | 2013
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