Closed-Form Fragility Estimates, Parameter Sensitivity, and Bayesian Updating for RC Columns-Reference-Cited by-同舟云学术

Closed-Form Fragility Estimates, Parameter Sensitivity, and Bayesian Updating for RC Columns

Published:2007-07 Issue:7 Volume:133 Page:833-843
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Choe Do-Eun¹²³,Gardoni Paolo¹²³,Rosowsky David¹²³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

2. Assistant Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136

3. A.P. and Florence Wiley Chair Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A7%28833%29

Reference13 articles.

1. Multinormal probability by sequential conditioned importance sampling: theory and application

2. Bayesian Inference in Statistical Analysis

3. Der Kiureghian A. and Ke J.-B. (1995). “Finite-element based reliability analysis of frame structures.” Proc. ICOSSAR ’85 4th Int. Conf. on Structural Safety and Reliability IASSAR New York 1 395–404.

4. FEMA. (1997). “Guidelines for the seismic rehabilitation of buildings.” FEMA 273 National Earthquake Hazard Reduction Program Washington D.C.

Cited by 74 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Life-cycle seismic fragility evolution of RC structures subjected to chloride-induced corrosion: State-of-the-art review;Journal of Building Engineering;2024-08

2. Probabilistic models of dynamic increase factor (DIF) for reinforced concrete structures: A Bayesian approach;Structural Safety;2024-05

3. Probabilistic risk assessment for reinforced concrete frame structures subject to mainshock‐aftershock sequences;Earthquake Engineering & Structural Dynamics;2024-04-04

4. Reference prior for Bayesian estimation of seismic fragility curves;Probabilistic Engineering Mechanics;2024-04

5. Bayesian-based probabilistic models for the ultimate drift capacity of rectangular reinforced concrete columns failed in flexure mode;Probabilistic Engineering Mechanics;2024-04