Buckling and post-buckling of rectangular plates under linearly varying compression and shear. Part 2 — Experimental investigations-Reference-Cited by-同舟云学术

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Buckling and post-buckling of rectangular plates under linearly varying compression and shear. Part 2 — Experimental investigations

Published:1992-01 Issue:2 Volume:14 Page:105-126
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zaraś J.,Rhodes J.,Królak M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference1 articles.

1. Zaraś, J., Rhodes, J. & Królak, M. Buckling and post-buckling of rectangular plates under linearly varying compression and shear. (Part 1 — Theoretical Investigation) — to be published.

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1. Steel Plate Shear Walls with Considering the Gravity Load by a Three-Segment Distribution;Steel Plate Shear Walls with Gravity Load: Theory and Design;2022

2. Vertical Stress Distributions of a Thin Rectangular Steel Wall Under Compression and in-Plane Bending;International Journal of Structural Stability and Dynamics;2020-07

3. A Stress Distribution of Thin Rectangular Steel Wall Under a Uniform Compression;International Journal of Structural Stability and Dynamics;2020-02-17

4. Experimental investigation of dynamic post-buckling characteristics of rectangular plates under fluid-solid slamming;Engineering Structures;2000-06

5. Investigation into thin-walled structures at the technical University of Łódź;Thin-Walled Structures;1997-07

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