FULL-SCALE SHAKING TABLE TEST OF DAMAGE TOLERANT STRUCTURE WITH A BUCKLING RESISTANT BRACE-Reference-Cited by-同舟云学术

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FULL-SCALE SHAKING TABLE TEST OF DAMAGE TOLERANT STRUCTURE WITH A BUCKLING RESISTANT BRACE

Published:2002 Issue:558 Volume:67 Page:189-196
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:

YAMAGUCHI Michio¹,YAMADA Satoshi²,MATSUMOTO Yuka³,TANIKAWA Keisuke¹,ONO Shinji³,TAKEUCHI Toru⁴,OGAWA Nobuyuki⁵,AKIYAMA Hiroshi⁶

Affiliation:

1. Tokyo Institute of Technology

2. Structural Engineering Research Center, Tokyo Institute of Technology

3. Yokohama National Univ.

4. Tokyo Institute of Technology:Nippon Steel Corporation

5. National Research Institute for Earth Science and Disaster Prevention

6. Nihon Univ.:Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/67/558/67_KJ00004075942/_pdf

Reference12 articles.

1. OPTIMUM SEISMIC RESPONSE CONTROL OF M. D. O. F. STRUCTURAL SYSTEMS USING POLY-LINEAR TYPE HYSTERETIC PASSIVE DAMPER

2. STUDY ON METHOD OF ELASTO-PLASTIC SEISMIC RESPONSE CONSTRAINED DESIGN

3. FUNDAMENTAL STUDY ON DAMPING CAPACITY OF LEAD BEARING DAMPER

4. FULL SCALE SHAKING TABLE TEST OF FLEXIBLE-STIFF MIXED STRUCTURE WITH BRACE-TYPE HYSTERETIC DAMPERS

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3. Damage Concentration Effect of Multistory Buckling-Restrained Braced Frames;Advances in Civil Engineering;2019-03-27

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5. An Experimental Study on Double-Tube Bucking Restrained Braces with Contact Rings;Advanced Materials Research;2010-12

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