Large-Scale Seismic Testing of a Hybrid Sliding-Rocking Posttensioned Segmental Bridge System-Reference-Cited by-同舟云学术

Large-Scale Seismic Testing of a Hybrid Sliding-Rocking Posttensioned Segmental Bridge System

Published:2014-06 Issue:6 Volume:140 Page:04014025
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sideris Petros¹,Aref Amjad J.²,Filiatrault Andre²

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309 (corresponding author).

2. Professor, Dept. of Civil, Structural and Environmental Engineering, State Univ. of New York, Buffalo, NY 14260.

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.0000961

Reference38 articles.

1. AASHTO. (2007). AASHTO LRFD bridge design specifications 4th Ed. Washington DC.

2. Anagnostopoulou M. (2009). “Seismic design and analysis of precast segmental concrete bridge superstructure.” M.Sc. thesis University of Pavia Pavia Italy.

3. Applied Technology Council and Multidisciplinary Center for Earthquake Engineering Research (ATC/MCEER) Joint Venture. (2003). “Recommended LRFD guidelines for the seismic design of highway bridges: Specifications commentary and appendices.” MCEER/ATC-49 Buffalo New York and Redwood City CA.

4. ASCE. (2006). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

5. ASCE. (2013). “Report card for America’s infrastructure Transportation—Bridges.” 〈http://www.infrastructurereportcard.org/a/#p/bridges/overview〉 (Apr. 15 2013).

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