Nonlinear Stochastic Seismic Response Analysis of Three-Dimensional Reinforced Concrete Piles

A reliable assessment and design of engineering structures requires appropriate estimation and consideration of different sources of uncertainty. The randomness of seismic ground motion is one major uncertainty that needs to be considered from the perspective of performance-based earthquake engineer...

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Bibliographic Details
Main Authors: Hongqiang Hu, Gang Gan, Yangjuan Bao, Xiaopeng Guo, Min Xiong, Xu Han, Kepeng Chen, Linyong Cui, Lin Wang
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/1/89