TIMOSHENKO BEAM THEORIES FOR FOLDED PLATE EFFECT OF MULTISPAN GABLE FRAME STRUCTURES : PartII A case of symmetric deformations-Reference-Cited by-同舟云学术

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TIMOSHENKO BEAM THEORIES FOR FOLDED PLATE EFFECT OF MULTISPAN GABLE FRAME STRUCTURES : PartII A case of symmetric deformations

Published:1996 Issue:489 Volume:61 Page:47-58
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

MINAKAWA Youichi¹

Affiliation:

1. Dept. of Architecture and Architectural Engineering, Faculty of Engineering, Kagoshima Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/61/489/61_KJ00004100547/_pdf

Reference15 articles.

1. 1) SCORDELIS A. C. A MATRIX FORMULATION OF THE FOLDED PLATE EQUATIONS. Proc. ASCE. (1960) vol.86, no.ST10, p.1-22.

2. 2) YITZHAKI D. ANALYSIS OF FOLDED PLATES. Proc. ASCE. (1962) vol.88, no.ST5, p.107-141.

3. 3) MEEK J. L. MATRIX DERIVATION OF THE FOLDED PLATE EQUATIONS. Proc. ASCE. (1963) vol.89, no.ST3, p.77-105.

4. 4) Report of the Task Committee: PHASE I REPORT ON FOLDED PLATE CONSTRUCTION. Proc. ASCE. (1963) vol.89, no.ST6, p.365-406.

5. 5) DeFRIES-SKENE A. DIRECT STIFFNESS SOLUTION FOR FOLDED PLATES. Proc. ASCE. (1964) vol.90, no.ST4, p.15-47.

Cited by 1 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. MINIMUM WEIGHT OPTIMIZATION OF MULTI-SPAN GABLE FRAME STRUCTURES AND THE CUBIC FOLDED PLATE EFFECTS;Journal of Structural and Construction Engineering (Transactions of AIJ);1997

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