Determination of Dynamic Amplification Factors Using Site-Specific B-WIM Data-Reference-Cited by-同舟云学术

Determination of Dynamic Amplification Factors Using Site-Specific B-WIM Data

Published:2014-01 Issue:1 Volume:19 Page:72-82
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhao Zhisong¹,Uddin Nasim²

Affiliation:

1. Researcher, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama at Birmingham, Birmingham, AL 35294.

2. Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama at Birmingham, Birmingham, AL 35294 (corresponding author).

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.1943-5592.0000491

Reference21 articles.

1. Alabama DOT (ALDOT). (1958). Standard drawing No. C-2815 Alabama DOT Montgomery AL.

2. Dynamic analysis of semi-rigid frames;Ali U. O.;Math. Comp. Appl.,2005

3. Effect of Vehicle Velocity on the Dynamic Amplification of a Vehicle Crossing a Simply Supported Bridge

4. Assessment dynamic ratio for traffic loading on highway bridges

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