Hysteretic Model of Stiffened Shear Panel Dampers-Reference-Cited by-同舟云学术

Hysteretic Model of Stiffened Shear Panel Dampers

Published:2006-03 Issue:3 Volume:132 Page:478-483
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Zhiyi¹²³,Ge Hanbin¹²³,Usami Tsutomu¹²³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Nagoya Univ., Nagoya, 464-8603, Japan.

2. Associate Professor, Dept. of Civil Engineering, Nagoya Univ., Nagoya, 464-8603, Japan.

3. Professor, Dept. of Civil Engineering, Nagoya Univ., Nagoya, 464-8603, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A3%28478%29

Reference17 articles.

1. ABAQUS /Analysis user’s manual—version 6.4. (2003). ABAQUS Inc. Pawtucket R.I.

2. ASTM. (2005). “Standard specification for general requirements for rolled structural steel bars plates shapes and sheet piling.” ASTM A6/A6M-05 American Society of Testing and Materials Philadelphia.

3. New Elastic Stability Formulas for Multiple-Stiffened Shear Panels

4. Cyclic shear behaviour of steel box girders: experiment and analysis

5. Fukumoto Y. ed. (1987). Guidelines for stability design of steel structures Subcommittee on Stability Design Committee on Steel Structures Japan Society of Civil Engineers Tokyo.

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