Full-Scale Testing for Composite Slab/Beam Systems Made with Extended Stud Spacing-Reference-Cited by-同舟云学术

Full-Scale Testing for Composite Slab/Beam Systems Made with Extended Stud Spacing

Published:2011-09 Issue:5 Volume:16 Page:653-661
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Badie Sameh S.¹²³⁴,Morgan Girgis Amgad F.¹²³⁴,Tadros Maher K.¹²³⁴,Sriboonma Krissachai¹²³⁴

Affiliation:

1. Associate Professor, Civil & Environmental Engineering Dept., The George Washington Univ., 801 22nd St., Washington, D.C. 20052 (corresponding author).

2. Design Engineer, e-Construct, 2111 South 67th St., Suite 200, Omaha, NE 68106.

3. Leslie D. Martin Professor, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Lincoln, NE.

4. Consultant, Baker Engineering and Risk Consultants, Inc., San Antonio, TX.

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.1943-5592.0000215

Reference5 articles.

1. Relaxing the Stud Spacing Limit for Full-Depth Precast Concrete Deck Panels Supported on Steel Girders (Phase I)

2. Badie S. S. and Tadros M. K. (2008). “Full-depth precast-concrete bridge deck panel systems.” National Cooperative Highway Research Program (NCHRP) Rep. No. 584 Project No. 12-65 Transportation Research Board Washington DC.

3. Large Shear Studs for Composite Action in Steel Bridge Girders

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