Behavior of Curved I-Girder Webs Subjected to Combined Bending and Shear-Reference-Cited by-同舟云学术

Behavior of Curved I-Girder Webs Subjected to Combined Bending and Shear

Published:2000-05 Issue:2 Volume:5 Page:165-170
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Davidson James S.¹²³⁴⁵,Ballance Scott R.¹²³⁴⁵,Yoo Chai H.¹²³⁴⁵

Affiliation:

1. Associate Member, ASCE

2. Member, ASCE

3. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Alabama at Birmingham, Birmingham, AL 35294.

4. Civ. Engr., Bechtel Corp., San Francisco, CA 94105.

5. Prof., Dept. of Civ. Engrg., Auburn Univ., Auburn, AL 36849.

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%282000%295%3A2%28165%29

Reference13 articles.

1. “Curved webs under combined shear and normal stresses.”;Abdel-Sayed G.;J. Struct. Div,1973

2. Ballance S. R. ( 1996). “The behavior of horizontally curved I-girder webs under pure bending ” Masters thesis Auburn University Auburn Ala.

3. Davidson J. S. ( 1996). “Nominal bending and shear strength of curved steel I-girder bridge systems ” PhD dissertation Auburn University Auburn Ala.

4. Analytical Model of Curved I-Girder Web Panels Subjected to Bending

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