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

DEVELOPMENT OF HIGH DUCTILITY ASEISMIC JOINT SPLICED PILE AND ITS BEHAVIOR SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DISPLACEMENTS

Published:1995-04-21 Issue:513 Volume:1995 Page:201-211
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. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1995/513/1995_513_201/_pdf

Reference15 articles.

1. 1) 浜田政則, 安田進, 磯山竜二, 江本克利: 液状化による地盤の永久変位の測定と考察, 土木学会論文集, 第376号/III-6, pp. 211-220, 1986.

2. 2) 地盤変状と地中構造物の地震被害に関する研究, (財) 地震予知総合研究振興会, 昭和63年度調査・研究報告書, 1989.

3. 3) 森伸一郎, 清水勝美, 鈴木信久, 高木政美, 中村晋: 液状化による地盤の永久変位に起因する杭基礎の被害と解析, 第20回地震工学研究発表会講演概要, pp. 25-28, 1989.

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) H. E. Stewart, F. Miura and T. D. O'Rourke: Pile damage due to large ground displacement, Proc. of the first Japan-U. S. workshop on liquefaction, large ground deformation and their effects on lifeline facilities, pp. 99-126, 1988.

Cited by 4 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. SHAKING TABLE TESTS TO ELUCIDATE PILE DISPLACEMENT REDUCTION EFFECT OF A NEW CONCEPTUAL REMEDIATING WING-PILE IN LIQUEFYING GROUND;Doboku Gakkai Ronbunshu;1999-01-21

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

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

4. BEHAVIOR OF HIGH DUCTILITY ASEISMIC JOINT SPLICED PILES SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DISPLACEMENTS;Doboku Gakkai Ronbunshu;1995-10-21