Seismic Testing of a Two-Span Reinforced Concrete Bridge-Reference-Cited by-同舟云学术

Seismic Testing of a Two-Span Reinforced Concrete Bridge

Published:2008-03 Issue:2 Volume:13 Page:173-182
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Johnson Nathan¹²³⁴⁵,Ranf Richard T.¹²³⁴⁵,Saiidi M. Saiid¹²³⁴⁵,Sanders David¹²³⁴⁵,Eberhard Marc¹²³⁴⁵

Affiliation:

1. Project Engineer, Stantec Consulting, 6890 Sierra Center Pkwy, Ste. 100, Reno, NV 89511 (corresponding author). E-mail: nathansjohnson@gmail.com

2. Project Engineer, Magnusson Klemencic Associates, 1301 Fifth Ave., Suite 3200, Seattle, Washington 98101-2699. E-mail: tranf@mks.com

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557. E-mail: Saiidi@unr.edu

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557. E-mail: sanders@unr.edu

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195. E-mail: eberhard@u.washington.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282008%2913%3A2%28173%29

Reference21 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). “AASHTO LRFD bridge design specifications.” AASHTO Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (2002). “AASHTO standard specifications for highway bridges.” 17th Ed. AASHTO Washington D.C.

3. Agarwal P. (2006). “Dynamic field tests of small-scale bridge bents supported on drilled shafts.” Proc. 8th National Conf. on Earthquake Engineering Vancouver Canada.

4. ATC/MCEER. (2001). “Recommended LRFD guideline for the seismic design of highway bridges. Part 1: Specifications.” MCEER-02-SP01 MCEER/ATC Joint Venture NCHRP 12-49 Project Team.

5. Berry M. and Eberhard M. (2003). “Performance models for flexural damage in reinforced concrete columns.” Technical Rep. No. PEER 2003/18 Univ. of California Berkeley Calif.

Cited by 76 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 effect of high-speed railway train on the seismic response of bridge under earthquakes;Engineering Structures;2024-03

2. Numerical simulation and damaged analysis of a simply-supported beam bridge crossing potential active fault;Engineering Structures;2024-02

3. Harnessing data from benchmark testing for the development of spalling detection techniques using deep learning;Interpretable Machine Learning for the Analysis, Design, Assessment, and Informed Decision Making for Civil Infrastructure;2024

4. Prediction of the Precast Segment Self-Centering Cfst Bridge Seismic Acceleration Response Based on Temporal Convolutional Networks;2024

5. Impact of asymmetrical corrosion of piers on seismic fragility of ageing irregular concrete bridges;Structure and Infrastructure Engineering;2023-10-29