System Performance of a Precast Bridge Incorporating Full-Depth Deck Panels and Prestressed Inverted Bulb-Tee Girders-Reference-Cited by-同舟云学术

System Performance of a Precast Bridge Incorporating Full-Depth Deck Panels and Prestressed Inverted Bulb-Tee Girders

Published:2019-06 Issue:6 Volume:24 Page:04019049
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tazarv Mostafa¹,Mingo Michael²,Wehbe Nadim³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57007 (corresponding author).

2. Structural Engineer, Burns & McDonnell, Kansas City, MO, 64114; formerly, M.S. Student, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57007.

3. Professorand Chair, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57007. ORCID: .

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.1943-5592.0001426

Reference17 articles.

1. Design of Ultrahigh-Performance Concrete Waffle Deck for Accelerated Bridge Construction

2. Baer C. 2013. “Investigation of longitudinal joints between precast prestressed deck bulb tee girders using latex modified concrete.” M.S. thesis Univ. of South Carolina.

3. Chandra V. and J. Kim. 2012. “World’s first recycled plastic bridges.” In Proc. Int. Conf. on Sustainable Practices in the Construction Industry 585–593. Reston VA: ASCE.

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