DERIVATION AND APPLICATION OF LIMIT STATE CURVE BASED ON MAXIMUM DISPLACEMENT AND CUMULATIVE ENERGY FOR WOOD SHEAR WALL-Reference-Cited by-同舟云学术

DERIVATION AND APPLICATION OF LIMIT STATE CURVE BASED ON MAXIMUM DISPLACEMENT AND CUMULATIVE ENERGY FOR WOOD SHEAR WALL

Published:2010 Issue:647 Volume:75 Page:185-192
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

ISODA Hiroshi,HITOMI Yusaku,MIYAKE Tatsuya

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference8 articles.

1. A STUDY ON THE RELATIONSHIP BETWEEN MAXIMUM RESPONSE AND CUMULATIVE RESPONSE FOR SEISMIC DESIGN

2. 2) Helmut Krawinkler, Development of a Testing Protocol for Woodframe Structures. Department of Civil and Environmental Engineering Stanford University

3. STUDY ON THE PARAMETER OF EVALUATING CUMULATIVE DAMAGE OF ALTERNATIVE DEFORMED STEEL MEMBERS : Proposal of the method .of evaluation of cumulative damage and it's practical application: depending on constant amplitude alternative loading experiments of damage concentrated anti-seismic members using ultra low yield point steel

4. 4) 鈴木敏郎, 玉松健一郎 : 低層鉄骨造骨組柱材のエネルギー吸収能力に関する実験的研究, その1 単調載荷および定変位振幅載荷を受けるH形鋼柱材のエネルギー吸収能力, No.279, pp.65-75, 1979.5

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