OPTIMAL DESIGN OF PASSIVE ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION OF BRIDGES-Reference-Cited by-同舟云学术

OPTIMAL DESIGN OF PASSIVE ENERGY DISSIPATION DEVICES FOR SEISMIC PROTECTION OF BRIDGES

Published:1998-10-21 Issue:605 Volume:1998 Page:241-252
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

Abé Masato¹,Fujino Yozo¹

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1998/605/1998_605_241/_pdf

Reference22 articles.

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2. 2) Skinner, R. I., Robinson, W. H., and McVerry, G. H.: An Introduction to Seismic Isolation, John Wiley & Sons, 1993. (川島一彦・北川良和: 免震設計入門, 鹿島出版会, 1996.)

3. 3) 日本道路協会: 道路橋示方書・同解説V 耐震設計編, 1996.

4. 4) 庄司学, 藤野陽三, 阿部雅人: 高架道路橋システムにおける地震時損傷配分の最適化の試み, 土木学会論文集, No. 563, pp. 79-94, 1997.

5. 5) 柴田明徳: 最新耐震構造解析, 森北出版. 1981.

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1. FAST EVALUATION METHOD FOR SEISMIC DISPLACEMENT RESPONSE BASED ON RANDOM VIBRATION THEORY;Doboku Gakkai Ronbunshuu A;2009

2. FULL-SCALE EXPERIMENT OF THE JOINT DAMPER SYSTEM FOR STRUCTURAL VIBRATION CONTROL;Doboku Gakkai Ronbunshu;2002-07-21

3. OPTIMAL DESIGN METHOD FOR SEISMIC-ISOLATION BRIDGE SYSTEMS SUBJECT TO HUGE EARTHQUAKES;Doboku Gakkai Ronbunshu;2002-04-21

4. NONLINEAR HYSTRETIC BEHAVIOR BETWEEN AN ISOLATOR AND A REINFORCED CONCRETE COLUMN IN AN ISOLATED BRIDGE SUBJECTED TO AN EXTREME GROUND MOTION;Doboku Gakkai Ronbunshu;2001-10-21

5. EVALUATION OF SEISMIC DAMAGE STATES AND SEISMIC RETROFITTING EFFECTS FOR BRIDGE STRUCTURE SYSTEM BASED ON DAMAGE INDICES;Doboku Gakkai Ronbunshu;1999-11-20