Probability of Failure of High-Rise Buildings Equipped with Magnetorheological Dampers by Considering Uncertainty in Stationary and Nonstationary Earthquakes-Reference-Cited by-同舟云学术

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Probability of Failure of High-Rise Buildings Equipped with Magnetorheological Dampers by Considering Uncertainty in Stationary and Nonstationary Earthquakes

Published:2023-12 Issue:4 Volume:9 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Bagherkhani Ali¹^ORCID,Baghlani Abdolhossein²

Affiliation:

1. Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, Shiraz 71557-13876, Iran (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, Shiraz 71557-13876, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/AJRUA6.RUENG-1126

Reference54 articles.

1. Posicast control of structures using MR dampers

2. Nonstationary Stochastic Models of Earthquake Motions

3. Bagherkhani, A., and A. Baghlani. 2020. “Structure-MR damper reliability analysis using weighted uniform simulation method.” In Vol. 26 of Structures, 284–297. Amsterdam, Netherlands: Elsevier.

4. Reliability assessment and seismic control of irregular structures by magnetorheological fluid dampers

5. Reliability assessment of MR fluid dampers in passive and semi-active seismic control of structures

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