Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys-Reference-Cited by-同舟云学术

Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys

Published:2017-10 Issue:5 Volume:31 Page:04017074
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Hussein Husam H.¹^ORCID,Sargand Shad M.²,Khoury Issam³,Al-Jhayyish Anwer K.⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701 (corresponding author). ORCID: .

2. Russ Professor, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701.

3. Assistant Professor, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701.

4. Ph.D. Student, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001068

Reference27 articles.

1. ABAQUS version 6.12-3 [Computer software]. Dassault Systèmes Simulia Providence RI.

2. First-generation ABC system, evolving design, and half a century of performance: Michigan side-by-side box-beam bridges;Attanayake U.;J. Perform. Constr. Facil.,2013

3. Transverse Design of Adjacent Precast Prestressed Concrete Box Girder Bridges

Cited by 18 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bonding Evaluation of Nanosilica-Modified Slag-Based Composites Comprising of Basalt Pellets and Polyvinyl Alcohol Fibers for Shear Joints;Journal of Materials in Civil Engineering;2024-02

2. Performance monitoring of assembled beam bridges using displacement spectrum similarity measure;Advances in Structural Engineering;2023-12-21

3. A dynamic stiffness-based two-step method for damage identification of joints in hinged slab bridges using support vector machine;Structures;2023-12

4. Prediction of Interface Shear Strength of Heat Damaged Shear-keys using Nonlinear Finite Element Analysis;J APPL COMPUT MECH;2023

5. Transverse Connectivity and Durability Evaluation of Hollow Slab Bridges Using Surface Damage and Neural Networks: Field Test Investigation;Applied Sciences;2023-04-12