Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction-Reference-Cited by-同舟云学术

Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction

Published:2021-05 Issue:5 Volume:26 Page:04021019
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Morcous George¹^ORCID,Tawadrous Raed²

Affiliation:

1. Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 1110 South 67th St., Omaha, NE 68182 (corresponding author). ORCID: .

2. Senior Structural Engineer, eConstruct, LLC, 3452 Lake Lynda Drive Suite 350, Orlando, FL 32817.

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.1943-5592.0001701

Reference13 articles.

1. Design and Implementation of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels to Bridge Girders

2. Wisconsin’s use of full-depth precast concrete deck panels keeps interstate 90 open to traffic;Carter J. W.;PCI J.,2007

3. High Performance Precast Concrete NUDECK Panel System for Nebraska’s Skyline Bridge

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1. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections;Engineering Structures;2024-06

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3. Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study;Journal of Bridge Engineering;2023-03

4. Precast concrete deck-to-girder connection using Ultra-High Performance Concrete (UHPC) shear pockets;Engineering Structures;2021-12