Seismic Response Analysis of a Vibrating Stirred Steel Fiber Concrete Frame Structure Based on Probability Density Evolution

Seismic Response Analysis of a Vibrating Stirred Steel Fiber Concrete Frame Structure Based on Probability Density Evolution

In this paper, an experimental study of steel fiber concrete using vibration mixing technology and the probability density evolution theory is applied to establish a nonlinear stochastic seismic response model for multistory concrete frame structures considering the randomness of structural paramete...

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Bibliographic Details
Main Authors: Liang Huang, Shuaitao Li, Di Zhang, Wenze Wang, Jianguo Xu, Shizhan Xu
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Buildings
Subjects:
probability density evolution theory
vibration stirred steel fiber concrete
earthquake response
stochastic structure
reliability
Online Access:https://www.mdpi.com/2075-5309/14/12/3862
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