Influence of Model Parameter Uncertainty on Seismic Transverse Response and Vulnerability of Steel–Concrete Composite Bridges with Dual Load Path-Reference-Cited by-同舟云学术

Influence of Model Parameter Uncertainty on Seismic Transverse Response and Vulnerability of Steel–Concrete Composite Bridges with Dual Load Path

Published:2012-03 Issue:3 Volume:138 Page:363-374
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tubaldi E.¹²³,Barbato M.¹²³,Dall’Asta A.¹²³

Affiliation:

1. Post Doctoral Researcher, Dipartimento di Architettura Costruzione e Strutture, Università Politecnica delle Marche, Via Brecce Bianche 60131, Ancona, Italy.

2. Assistant Professor, Dept. of Civil & Environmental Engineering, Louisiana State Univ. and A&M College, 3531 Patrick F. Taylor Hall, Nicholson Extension, Baton Rouge, LA 70803, USA (corresponding author).

3. Professor, Scuola di Architettura e Design, Univ. of Camerino, Viale della Rimembranza 63100, Ascoli Piceno (AP), Italy.

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.0000456

Reference43 articles.

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2. Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems

3. Statistical analysis of the compressive strength of concrete in structures;Barlett F. M.;ACI Mater. J.,1996

4. Berry M. P. (2006). “Performance modeling strategies for modern reinforced concrete bridge columns.” Ph.D. dissertation Univ. of Washington.

5. California Department of Transportation (CALTRANS). (2006). Seismic Design Criteria 1.4 Sacramento CA.

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