Seismic Fragility Analysis of Base-Isolated Structures Based on Response Surface Method-Reference-Cited by-同舟云学术

Seismic Fragility Analysis of Base-Isolated Structures Based on Response Surface Method

Published:2023-09 Issue:3 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:

Luo Chao¹^ORCID,Wang Hao²^ORCID,Guo Xiaoxia³,Wang Feiyu³,Tao Kexin³,Feng Huaiping⁴^ORCID

Affiliation:

1. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. ORCID: .

2. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China (corresponding author). ORCID: .

3. School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China.

4. Professor, State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. ORCID: .

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-1020

Reference22 articles.

1. Reliability of base isolation for the protection of critical equipment from earthquake hazards

2. On the experimental attainment of optimum conditions;Box G. E.;J. R. Stat. Soc. B,1951

3. Response Surface with random factors for seismic fragility of reinforced concrete frames

4. Seismic reliability of base-isolated structures with friction pendulum bearings

5. Seismic fragilities for non-ductile reinforced concrete frames – Role of aleatoric and epistemic uncertainties

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