Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis-Reference-Cited by-同舟云学术

Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis

Published:2005-01 Issue:1 Volume:27 Page:109-117
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Koetaka Yuji,Chusilp Praween,Zhang Zhijun,Ando Masakazu,Suita Keiichiro,Inoue Kazuo,Uno Nobuyoshi

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference8 articles.

1. Report of survey and research on steelworks. Managing Committee of Structural Steelwork, Architectural Institute of Japan; 2000 [in Japanese]

2. Quality assurance for welding of Japanese welded beam-to-column connections;Nakashima,2000

3. Japanese architectural standard specification: JASS 6 steel work. Architectural Institute of Japan; 1996 [in Japanese]

4. Technical recommendations for steel construction for buildings: part 1 guide to steel-rib fabrications. Architectural Institute of Japan, 1996 [in Japanese]

5. Seismic resistance and damage control of weld-free steel structures;Suita,2004

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