EARTHQUAKE ENERGY INPUT TO STRUCTURE-PILE-S01L SYSTEMS

Author:

TAKEWAKI Izuru1,OHFUCHI Kuniyuki2,YAMAZAKI Masahiro3

Affiliation:

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

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

3. Dept. of Architecture and Architectural Engineering, Graduate School of Eng., Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference19 articles.

1. 1) TRIFUNAC M. D. On energy flow in earthquake response. Univ. of Southern Calif.. (2001)

2. 2) KOBORI T. On earthquake response of elastoplastic structure considering ground characteristics. Proc. of 4th World Conf. on Earthquake Engineering, 1969. (1969)

3. 4) HOUSNER G. W. Behavior of structures during earthquakes. Journal of the Engineering Mechanics Division, ASCE. (1959) vol.85, no.4, p.109-129.

4. 5) LYON R. H. Statistical energy analysis of dynamical systems. The MIT Press. (1975)

5. 11) UANG C. M. Evaluation of Seismic Energy in Structures. Earthquake Engng. and Struct. Dyn.. (1990) vol.19, p.77-90.

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2. STUDY ON INFLUENCE OF TYPES OF CONNECTION CONDITION AT PILE HEADS TO EARTHQUAKE RESPONSE OF BUILDINGS;Journal of Structural and Construction Engineering (Transactions of AIJ);2010

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