Shear Capacity of Hybrid Plate Girders-Reference-Cited by-同舟云学术

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Shear Capacity of Hybrid Plate Girders

Published:2007-09 Issue:5 Volume:12 Page:535-543
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Azizinamini Atorod¹²³⁴,Hash J. Brian¹²³⁴,Yakel Aaron J.¹²³⁴,Farimani Reza¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, Lincoln, NE 68588-0531.

2. Engineer, HNTB Corp., 7450 W. 150th St., Suite 400, Overland Park, KS 66213.

3. Research Engineer, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, Lincoln NE 68588-0531.

4. Senior Engineer, Thornton Tomasetti, 51 Madison Ave., New York, NY 10010.

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%282007%2912%3A5%28535%29

Reference13 articles.

1. Tension field action in hybrid steel girders;Barker M. G.;AISC Engineering J.,2002

2. Strength of plate girders in shear;Basler K.;J. Struct. Div.,1961

3. Strength of plate girders under combined bending and shear;Basler K.;J. Struct. Div.,1961

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