SEISMIC STIFFNESS DESIGN OF PILE-SUPPORTED BUILDING STRUCTURES USING DYNAMIC WINKLER-TYPE SPRING MODELS-Reference-Cited by-同舟云学术

SEISMIC STIFFNESS DESIGN OF PILE-SUPPORTED BUILDING STRUCTURES USING DYNAMIC WINKLER-TYPE SPRING MODELS

Published:2003 Issue:571 Volume:68 Page:45-52
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:

TAKEWAKI Izuru¹,DOI Akihiro²,TSUJI Masaaki³,UETANI Koji²

Affiliation:

1. Dept. of Urban and Environmental Engineering, Graduate School of Eng., Kyoto University

2. Dept. of Architecture and Architectural Systems, Graduate School of Eng., Kyoto University

3. Dept. of Architecture and Design, Faculty of Eng. and Design, Kyoto Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference24 articles.

1. 1) PENZIEN J. Seismic Analysis of Bridges on Long Piles. J. Eng. Mech. ASCE. (1964) vol.90, no.3, p.223-254.

3. 3) GAZETAS G. Seismic pile-group-structure interaction. Piles under dynamic loads. (1992) p.56-93.

4. 4) BLANEY G. W. Dynamic stiffness of piles. Proc. 2nd Int. Conf. Numer. Meth. Geomech, Blacksburg, 1976. (1976) p.1001-1012.

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