Full Range Analysis of Eccentrically Stiffened Plates-Reference-Cited by-同舟云学术

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Full Range Analysis of Eccentrically Stiffened Plates

Published:1974-01 Issue:1 Volume:100 Page:143-159
ISSN:0044-8001
Container-title:Journal of the Structural Division
language:en
Short-container-title:J. Struct. Div.

Author:

Wegmuller Anton W.¹

Affiliation:

1. Asst. Prof. of Civ. Engrg., The Univ. of Alabama, Birmingham, Ala.; formerly Research Asst., Lehigh Univ., Bethlehem, Pa.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0003688

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis and Limit State Design of Stiffened Plates and Shells: A World View;Applied Mechanics Reviews;2009-02-13

2. State‐of‐the‐Art Report on Redundant Bridge Systems;Journal of Structural Engineering;1985-12

3. Axisymmetric Elastic Large Deflection Behaviour of Stiffened Composite Plates;Composite Structures 2;1983

4. Simplified Calculation Models Applied to Postbuckling Analysis of Thin Plates;Nonlinear Finite Element Analysis in Structural Mechanics;1981

5. Constraint method analysis of stiffened plates;Computers & Structures;1978-02

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