Dynamic Effects Caused by SPMT Bridge Moves-Reference-Cited by-同舟云学术

Dynamic Effects Caused by SPMT Bridge Moves

Published:2019-03 Issue:3 Volume:24 Page:04019002
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dorafshan Sattar¹,Maguire Marc²,Halling Marvin W.³,Barr Paul J.³,Culmo Michael P.⁴

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84321-4110 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84321-4110.

3. Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84321-4110.

4. Chief Technical Officer, CME Associates, 101 East River Drive, Floor 1, East Hartford, CT 06108.

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.1943-5592.0001359

Reference16 articles.

1. Bellon W. 2017. “Standardizing accelerated bridge construction.” Accessed December 13 2018. https://digitalcommons.usu.edu/roch/73.

2. Dorafshan S. M. Maguire M. Halling P. Barr and M. Culmo. 2018. “Dynamic effects caused by SPMT bridge transport.” In Proc. 9th Int. Conf. on Bridge Maintenance Safety and Management. London: CRC Press.

3. FHWA (Federal Highway Administration). 2007. “Manual on use of self-propelled modular transporters to remove and replace bridges.” Accessed December 13 2018. https://www.fhwa.dot.gov/bridge/pubs/07022/hif07022.pdf.

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