Large Shear Studs for Composite Action in Steel Bridge Girders-Reference-Cited by-同舟云学术

Large Shear Studs for Composite Action in Steel Bridge Girders

Published:2002-05 Issue:3 Volume:7 Page:195-203
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Badie Sameh S.¹,Tadros Maher K.²,Kakish Hussam F.³,Splittgerber Darin L.⁴,Baishya Mantu C.⁵

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering Dept., George Washington Univ., 801 22nd St. NW, Suite 638, Washington, DC 20052.

2. Cheryl Prewett Professor, Civil Engineering Dept., Univ. of Nebraska—Lincoln, 6001 Dodge St., Omaha, NE 68182.

3. Chief Engineer, Enterprise Precast Concrete Corporation, 136th and Gills Rd., Omaha, NE 68136.

4. Bridge Engineer, HDR Engineering, Inc., 4435 Main St., Suite 450, Kansas City, MO 64111.

5. Senior Structural Engineer, Kirkham Michael Consulting Engineers, 9110 West Dodge St., Omaha, NE 68124.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282002%297%3A3%28195%29

Reference8 articles.

1. AASHTO LRFD bridge design specifications 2nd Ed. (1998). American Association of State Highway and Transportation Officials Washington D.C.

2. AASHTO standard specifications for highway bridges . (1996). 16th Ed. American Association of State Highway and Transportation Officials Washington D.C.

3. Fisher J. W. Jin J. Wagner D. C. and Yen B. T. (1990). “Distortion-induced fatigue cracking in steel bridges.” Rep. 336 Transportation Research Board National Research Council Washington D.C.

4. Kakish H. F. (1997). “Composite action in bridge I-girder systems.” Doctoral dissertation Graduate College Univ. of Nebraska Omaha Neb.

5. Shear strength of stud connectors in lightweight and normal weight concrete.;Ollgaard J. J.;AISC Eng. J.,1971

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