Nonlinear Seismic Response and Parametric Examination of Horizontally Curved Steel Bridges Using 3D Computational Models-Reference-Cited by-同舟云学术

Nonlinear Seismic Response and Parametric Examination of Horizontally Curved Steel Bridges Using 3D Computational Models

Published:2013-03 Issue:3 Volume:18 Page:220-231
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Seo Junwon¹,Linzell Daniel G.²

Affiliation:

1. Assistant Research Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011 (corresponding author).

2. Shaw Professor and Director, Protective Technology Center, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000345

Reference39 articles.

1. Seismic Response of Curved Steel Box Girder Bridges

2. Al-Baijat H. M. O. (1999). “Behavior of horizontally curved bridges under static load and dynamic load from earthquakes.” Ph.D. dissertation Dept. of Civil Engineering Illinois Institute of Technology Chicago.

3. ASTM. (2011). “Standard specification for high-strength low-alloy columbium-vanadium structural steel.” A572 West Conshohocken PA.

4. Ataei N. Stearns M. and Padgett J. E. (2010). “Response sensitivity for probabilistic damage assessment of coastal bridges under surge and wave loading.” Transportation Research Record 2202 Transportation Research Board Washington DC.

5. Fragility Functions for Bridges in Liquefaction-Induced Lateral Spreads

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