Parametric Influence of Bearing Restraint on Nonlinear Flexural Behavior and Ultimate Capacity of Steel Girder Bridges-Reference-Cited by-同舟云学术

Parametric Influence of Bearing Restraint on Nonlinear Flexural Behavior and Ultimate Capacity of Steel Girder Bridges

Published:2017-07 Issue:7 Volume:22 Page:04017033
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sofi Fayaz A.¹,Steelman Joshua S.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, 2200 Vine St., 362E Whittier Research Center, Lincoln, NE 68583.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, 2200 Vine St., 362P Whittier Research Center, Lincoln, NE 68583 (corresponding author).

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.1943-5592.0001065

Reference31 articles.

1. ANSYS 14.5 [Computer software]. ANSYS Inc. Canonsburg PA.

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