DEVELOPMENT OF THE HIGH DUCTILE SHEAR PANEL

Author:

HITOMI Yasuyoshi1,WADA Hatsunobu2,KONOMI Shinzo3,SAITO Kiichirou4,NAKATA Yasuhiro5,IWATA Mamoru6

Affiliation:

1. Engineer, Structural Engineering Dept., NIHON SEKKEI INC.

2. Business Development Div., NIHON SEKKEI INC.

3. NIHON SEKKEI INC., Kyushu Branch

4. Structural Design Section, Design Dept. OBAYASHI CORPORATION

5. Project Designing Dept., Steel Structure Div., Building Construction Div., NIPPON STEEL CORPORATION

6. Building Construction Div., NIPPON STEEL CORPORATION

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Cited by 5 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. DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY ONE-SIDED STIFFENING TYPE;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-08-30

2. Effect of surrounding frame members on the buckling behavior of steel shear walls restrained by stiffeners;JAPAN ARCHITECTURAL REVIEW;2020-06-07

3. Optimum design of shear panel damper under cyclic load;Transactions of the JSME (in Japanese);2020

4. Static and dynamic cyclic performance of a low-yield-strength steel shear panel damper;Journal of Constructional Steel Research;2012-12

5. BUCKLING STRENGTH AND POST-BUCKLING STRENGTH OF THIN STEEL PLATE PARTIALLY SUPPORTED WITH STEEL FRAMES;Journal of Structural and Construction Engineering (Transactions of AIJ);2006

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