Finite-Element and Simplified Models for Collision Simulation between Overheight Trucks and Bridge Superstructures-Reference-Cited by-同舟云学术

Finite-Element and Simplified Models for Collision Simulation between Overheight Trucks and Bridge Superstructures

Published:2013-11 Issue:11 Volume:18 Page:1140-1151
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xu Liangjin¹,Lu Xinzheng²,Guan Hong³,Zhang Yansheng⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

3. Associate Professor, Griffith School of Engineering, Gold Coast Campus, Griffith Univ., Southport, Queensland 4222, Australia.

4. Master Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

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.1943-5592.0000472

Reference33 articles.

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2. Impact analysis of a vertical flared back bridge rail-to-guardrail transition structure using simulation

3. Bedi A. K. (2000). “Study of a typical bridge girder damaged by vehicle impacts.” Proc. 2nd Forensic Engineering Congress ASCE Reston VA 263–272.

4. Comité Euro-International du Béton–Fédération International de la Précontrainte (CEB-FIP). (1990). “Model Code 1990 ” Thomas Telford Lausanne Switzerland.

5. Dawson M. and Shenton H. (2005). “Evaluation of steel bridge girders damaged by over-height vehicle collision.” Rep. Submitted to NSF-REU. 〈http://128.175.10.100/cibre/reu/REU05/Dawson_report.pdf〉 (Nov. 24 2010).

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