Aging Considerations in the Development of Time-Dependent Seismic Fragility Curves-Reference-Cited by-同舟云学术

Aging Considerations in the Development of Time-Dependent Seismic Fragility Curves

Published:2010-12 Issue:12 Volume:136 Page:1497-1511
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ghosh Jayadipta¹²,Padgett Jamie E.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Rice Univ., 6100 Main St., MS-318, Houston, TX 77005 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000260

Reference57 articles.

1. Lifetime Performance Analysis of Existing Prestressed Concrete Bridge Superstructures

2. Seismic retrofitting of corroded reinforced concrete columns using carbon composites;Aquino W.;ACI Struct. J.,2007

3. ASCE. (2009). “ASCE: Infrastructure fact sheet.” ⟨http://www.infrastructurereportcard.org/sites/default/files/RC2009_bridges.pdf⟩ (May 22 2009).

4. Basoz N. and Kiremidjian A. S. (1999). “Development of empirical fragility curves for bridges.” ASCE Technical Council on Lifeline Earthquake Engineering Monograph ASCE Reston Va.

Cited by 304 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. The role of climate change and corrosion modeling strategy in dynamic response of pile-supported wharves;Soil Dynamics and Earthquake Engineering;2024-11

2. Seismic fragility analysis of corroded RC pier strengthened by engineered cementitious composites;EARTHQ STRUCT;2024

3. Gaussian process regression driven rapid life-cycle based seismic fragility and risk assessment of laminated rubber bearings supported highway bridges subjected to multiple uncertainty sources;Engineering Structures;2024-10

4. Framework for lifecycle resilience assessment of earthquake-damaged coastal RC structures considering non-uniform corrosion;Ocean Engineering;2024-10

5. Effect of data drift on the performance of machine‐learning models: Seismic damage prediction for aging bridges;Earthquake Engineering & Structural Dynamics;2024-09-06