Reliability-Based Shear Rating of Prestressed Concrete Bridge Girders Considering Capacity Adjustment Factor-Reference-Cited by-同舟云学术

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Reliability-Based Shear Rating of Prestressed Concrete Bridge Girders Considering Capacity Adjustment Factor

Published:2019-06 Issue:2 Volume:5 Page:04019006
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:

Chehab Alaa I.¹,Eamon Christopher D.²

Affiliation:

1. Structural Engineer, Desai/Nasr Consulting Engineers, Inc., 6765 Daly Rd., West Bloomfield Township, MI 48322 (corresponding author).

2. Associate Professor, Civil and Environmental Engineering, 2166 Engineering Bldg., 5050 Anthony Wayne Dr., Wayne State Univ., Detroit, MI 48202.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0001009

Reference23 articles.

1. AASHTO. 1994b. Manual for condition evaluation of bridges. Washington DC: AASHTO.

Cited by 1 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. Analysis of Shear Capacity of Prestressed Concrete Bridge Girders;ACI Structural Journal;2021-11-01

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