FUNDAMENTAL CHARACTERISTICS ON SEISMIC EFFECT TO PILE FOUNDATION BY SHAKING TABLE TEST FOR MODEL OF BUILDING-SOIL INTERACTION SYSTEM-Reference-Cited by-同舟云学术

FUNDAMENTAL CHARACTERISTICS ON SEISMIC EFFECT TO PILE FOUNDATION BY SHAKING TABLE TEST FOR MODEL OF BUILDING-SOIL INTERACTION SYSTEM

Published:2003 Issue:566 Volume:68 Page:29-36
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

IIBA Masanori¹,TAMORI Shin'ichiro²,KITAGAWA Yoshikazu³

Affiliation:

1. Structural Engineering Group, Building Research Institute

2. Architecture & Civil Engineering, Faculty of Engineering, Shinshu University

3. Department of System Design Engineering, Faculty of Science and Technology, Keio University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/68/566/68_KJ00004090769/_pdf

Reference5 articles.

1. 20) RANDOLPH M. F. Analysis of Deformation of Vertically Loaded Piles. J. of Geotechnical Engineering Division, ASCE. (1978) vol.104, no.GT12, p.1465-1488.

2. 28) SUGIMURA Y. Earthquake Observatin and Dynamic Analysis of Pile Supported Buildings. Procs. of the 4^<th> Japan Earthquake Engineering Symposium, 1975.11. (1975) p.463-470.

3. SIMULATION OF SOIL AND STRUCTURE INTERACTION OBSERVED IN THE EARTHQUAKE MOTIONS AT THE KUSHIRO DISTRICT METEOROLOGICAL OBSERVATORY

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