RESIDUAL DISPLACEMENT RESPONSE SPECTRUM AND ITS APPLICATION-Reference-Cited by-同舟云学术

RESIDUAL DISPLACEMENT RESPONSE SPECTRUM AND ITS APPLICATION

Published:1994-10-21 Issue:501 Volume:1994 Page:183-192
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

Kawashima Kazuhiko¹,Hoshikuma Jun-ichi¹,Nagaya Kazuhiro¹,Macrae Gregory A.²

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

2. University of California

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1994/501/1994_501_183/_pdf

Reference5 articles.

1. 1) 日本道路協会: 道路橋示方書V耐震設計編, 1990年2月.

2. 2) 川島一彦・長谷川金二・小山達彦・吉田武史: 等価エネルギー法による鉄筋コンクリート橋脚の非線形地震応答変位の推定精度, 第7回日本地震工学シンポジウム, 1986年12月.

3. 3) 川島一彦ほか: 鉄筋コンクリート橋脚の地震時保有水平耐力の照査法の開発に関する研究, 土木研究所報告, 第190号, 1993年9月.

4. 4) MacRae, G. A. and Kawashima, K.: The Seismic Response of Bilinear Oscillators Using Japanese Earthquake Records, Journal of Research, Vol. 30, Public Works Research Institute, March 1993.

5. 5) Housner, G. W.: Behavior of Structures during Earthquakes, Proc. ASCE, Vol. 85, No. EM4, 1959.

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. SAFETY FACTORS FOR SEISMIC DESIGN OF RC BRIDGE PIERS IN CONSIDERATION OF SYSTEM RELIABILITY;Doboku Gakkai Ronbunshu;2002-11-20

2. SEISMIC BEHAVIOR OF PARTIALLY PRESTRESSED CONCRETE PIERS;Doboku Gakkai Ronbunshu;2001-02-20

3. RELIABILITY-BASED OPTIMAL DESIGN CONSIDERING STRUCTURAL SYSTEM AND ITS APPLICATION TO EVALUATION OF SEISMIC PERFORMANCE OF RC BRIDGE PIER;Doboku Gakkai Ronbunshu;2000-11-20

4. ANALYSES OF RESIDUAL DISPLACEMENT AT EARTHQUAKE-DAMAGED PIERS;Doboku Gakkai Ronbunshu;1999-08-20

5. EXPERIMENTAL STUDY TO INCREASE THE DUCTILITY OF THE RC PIERS;Doboku Gakkai Ronbunshu;1997-11-20