Use of 3D Finite-Element Models for Predicting Intermediate Damage Limit States in RC Bridge Columns-Reference-Cited by-同舟云学术

Use of 3D Finite-Element Models for Predicting Intermediate Damage Limit States in RC Bridge Columns

Published:2015-10 Issue:10 Volume:141 Page:04015012
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Babazadeh Ata¹,Burgueño Rigoberto²,Silva Pedro F.³

Affiliation:

1. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824-1226.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824-1226 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, George Washington Univ., Washington, DC 20052.

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.0001253

Reference37 articles.

1. AASHTO. (2011). “Guide specifications for LRFD seismic bridge design.” 2nd Ed. Washington DC.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Farmington Hills MI.

3. High-resolution modeling of reinforced concrete bridge columns under seismic loading;Alemdar Z. F.;ACI Struct. J.,2013

4. ASME. (2006). “Guide for verification and validation in computational solid mechanics.”ASME V&V 10-2006 New York.

5. ATC (Applied Technology Council). (1996). “Improved seismic design criteria for California bridges: Provisional recommendations.” Rep. No. ATC-32 Redwood City CA.

Cited by 24 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. Energy based seismic vulnerability assessment tool for reinforced concrete bridges;Bulletin of Earthquake Engineering;2024-07-09

2. Seismic Performance and Damage Mechanism of RC Double-Column Pier Structure with Triple Coupling Beams;International Journal of Civil Engineering;2024-03-18

3. Unified Seismic Capacity Limit State Models of Reinforced Concrete Bridge Columns;Lecture Notes in Civil Engineering;2024

4. Seismic damage classification for axially-loaded well-detailed reinforced concrete frame members based on compressive strain;Bulletin of Earthquake Engineering;2023-04-07

5. Parameters Controlling the Spalling of Concrete Cover in RC Columns During Seismic Activities;Lecture Notes in Civil Engineering;2023