BEHAVIOR OF HIGH DUCTILITY ASEISMIC JOINT SPLICED PILES SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DISPLACEMENTS-Reference-Cited by-同舟云学术

BEHAVIOR OF HIGH DUCTILITY ASEISMIC JOINT SPLICED PILES SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DISPLACEMENTS

Published:1995-10-21 Issue:525 Volume:1995 Page:287-298
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

Miyasaka Takaaki¹,Miura Fusanori¹,Hirata Daizou¹

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1995/525/1995_525_287/_pdf

Reference5 articles.

1. 1) Hamada, M. and T. D. O'Rourke: Case studies of liquefaction and lifeline performance during past earthquakes, Technical Report NCEER-92-0001, VOL. 1 and 2, 1992.

2. 2) 河村壮一, 西沢敏明, 和田嘩暎: 20年後の発掘で分かった液状化による杭の被害, Nikkei Archtecture, Vol. 7/29, pp. 130-134, 1985.

3. 3) Hamada, M., S. Yasuda, R. Isoyama and K. Emoto: Study on liquefaction induced permanent ground displacement, Association for the Development of Earthquake Prediction, pp. 24-31, 1986.

4. 4) 吉田望, 浜田政則: 地盤の永久変位による基礎杭の被害の解析, 第8回日本地震工学シンポジウム論文集, pp. 55-60, 1990.

5. 5) 宮坂享明, 三浦房紀, 平田大三: 高靭性能耐震ジョイント杭の開発とその側方移動する液状化地盤に対する応答, 土木学会論文集, No. 513/I-31, pp. 201-211, 1995.

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1. NONLINEAR CHARACTERISTICS OF THE HIGH DUCTILITY ASEISMIC JOINT SPLICED PILE AND THOSE MODELING FOR SEISMIC RESPONSE ANALYSIS;Doboku Gakkai Ronbunshu;1999-01-21

2. A STUDY ON EFFECTIVENESS OF HIGH DUCTILITY ASEISMIC JOINT SPLICED PILE FOUNDATION SUBJECTED TO STRONG EARTHQUAKE MOTIONS;Doboku Gakkai Ronbunshu;1997-10-21