Bending Stiffness Requirement for Closed-Section Longitudinal Stiffeners of Isotropic Material Plates under Uniaxial Compression-Reference-Cited by-同舟云学术

Bending Stiffness Requirement for Closed-Section Longitudinal Stiffeners of Isotropic Material Plates under Uniaxial Compression

Published:2015-07 Issue:7 Volume:20 Page:04014092
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Choi Byung H.¹,Kim Jung J.²,Lee Tae-Hyung³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Hanbat National Univ., Daejeon 136-702, South Korea.

2. Assistant Professor, School of Architecture, Kyungnam Univ., Changwon-si, Gyeongsangnam-do 631-701, South Korea.

3. Associate Professor, Dept. of Civil Engineering, Konkuk Univ., Seoul 143-701, South Korea (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.1943-5592.0000689

Reference10 articles.

1. ABAQUS 6.12 [Computer software]. Providence RI Dassault Systèmes.

2. Choi B. H. (2002). “Design requirements for longitudinal stiffeners for horizontally curved box girders.” Ph.D. dissertation Auburn Univ. Auburn AL.

3. Strength of Stiffened Flanges in Horizontally Curved Box Girders

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