THE LIMIT STATES COMPRESSIVE STRENGTH ESTIMATION FOR SIMPLE STIFFENED PLATE WITH LARGE ASPECT RATIO-Reference-Cited by-同舟云学术

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THE LIMIT STATES COMPRESSIVE STRENGTH ESTIMATION FOR SIMPLE STIFFENED PLATE WITH LARGE ASPECT RATIO

Published:2020 Issue:1 Volume:76 Page:67-81
ISSN:2185-4653
Container-title:Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
language:en
Short-container-title:J. JSCE, Ser. A1

Author:

MIYAZAKI Yasuhiro,RAHMAN Mahmudur,OKUI Yoshiaki

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscejseee/76/1/76_67/_pdf

Reference13 articles.

1. BUCKLING STRENGTH OF STIFFENED PLATES UNDER COMPRESSION

2. AN EXPERIMENTAL STUDY ON THE ULTIMATE STRENGTH OF ORTHOGONALLY STIFFENED PLATES UNDER UNIAXIAL COMPRESSION

3. AN EXPERIMENTAL STUDY ON THE ULTIMATE STRENGTH OF STIFFENED PLATES

4. 12) For Standardization, European Committee : Eurocode 3: design of steel structures: part 1-5: plated structural elements, BSI, 2010.

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1. Cr-Ni系ステンレス鋼製中空正方形断面柱の座屈強度評価法;Japanese Journal of JSCE;2023

2. STUDY ON MECHANICAL PROPERTIES OF SBHS400 AND SBHS700 AND LOAD-CARRYING CAPACITY OF SIMPLY SUPPORTED PLATES MADE OF SBHS400 OR SBHS700;Japanese Journal of JSCE;2023

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