NONLINEAR SEISMIC RESPONSE OF A PILE FOUNDATION AND ITS PUSH-OVER ANALYSIS-Reference-Cited by-同舟云学术

NONLINEAR SEISMIC RESPONSE OF A PILE FOUNDATION AND ITS PUSH-OVER ANALYSIS

Published:1999-04-21 Issue:619 Volume:1999 Page:91-109
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

YABE Masaaki¹,KAWASHIMA Kazuhiko¹

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1999/619/1999_619_91/_pdf

Reference24 articles.

1. 1) (社) 日本道路協会: 道路橋示方書・同解説IV下部構造編, V耐震設計編, 1996.

2. 2) (社) 日本道路協会: 道路橋の耐震設計に関する資料, 1997.

3. 3) Ciampoli, M. and Pinto, P. E.: Effects of Soil-Structure Interaction on Inelastic Seismic Response of Bridge Piers, Journal of Structural Engineering, ASCE, Vol. 121, No. 5, pp. 806-814, May. 1995.

4. 4) Ciampoli, M. and Pinto, P. E.: Effects of Soil-Structure Interaction on the Inelastic Response of Structures, Proc. of the 2nd International Workshop on the Seismic Design of Bridges, Vol. 1, pp. 298-309, 1994.

5. 5) 笹田修司, 平尾潔, 沢田勉, 成行義文, 三上卓: 基礎との相互作用が強震時RC橋脚降伏強度比の所要に及ぼす影響, 構造工学論文集, 土木学会, Vol. 42A, pp. 615-626, 1996.

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5. EFFECT OF THE YIELD STRENGTH RATIO BETWEEN THE COLUMN AND PILE FOUNDATION ON THE PLASTIC DEFORMATION OF PILE FOUNDATION;Doboku Gakkai Ronbunshu;1999-07-21