Relaxing the Stud Spacing Limit for Full-Depth Precast Concrete Deck Panels Supported on Steel Girders (Phase I)-Reference-Cited by-同舟云学术

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

Published:2010-09 Issue:5 Volume:15 Page:482-492
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,Nguyen Nghi T.¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, George Washington Univ., Washington, DC, 801 22nd St., Washington, DC 20052 (corresponding author).

2. Senior Design Engineer, e.construct USA-LLC, Omaha, NE 68106.

3. Leslie D. Martin Professor, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588.

4. Vice-Rector, Ho Chi Minh City Univ. of Architecture, 196 Pasteur St., Ho Chi Minh City, Vietnam.

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.1943-5592.0000082

Reference22 articles.

1. Development and application of large-size shear studs to steel girder bridges;Badie S. S.;American Institute of Steel Construction (AISC) J.,2007

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 Transportation Research Board Washington D.C.

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

4. European Committee for Standardization (CEN). (1994). “Design of composite steel and concrete structures.” Eurocode 4: EN 1994-1-1 Brussels Belgium.

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