ENERGY INPUT RATE OF EARTHQUAKE GROUND MOTION : Matching of displacement theory and energy theory-Reference-Cited by-同舟云学术

ENERGY INPUT RATE OF EARTHQUAKE GROUND MOTION : Matching of displacement theory and energy theory

Published:1997 Issue:498 Volume:62 Page:37-42
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:

KUWAMURA Hitoshi¹,IYAMA Jun¹,TAKEDA Takuya²

Affiliation:

1. Eng. Res. Inst., School of Eng., the Univ. of Tokyo

2. the Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference7 articles.

1. 4) BERG G. V. Energy Consumption by Structures in Strong-Motion Earthquakes. Proc. 2WCEE. (1960) p.681-697.

2. 5) PENZIEN J. Elasto-Plastic Response of Idealized Multi-Story Structures Subjected to a Strong Motion Earthquake. Proc. 2WCEE. (1960) p.739-760.

3. 6) VELETSOS A. S. Effect of Inelastic Behavior on the Response of Simple systems to Earthquake Motions. Proc. 2WCEE. (1960) p.895-912.

4. 9) MURPHY M. J. The Response of a Nonlinear Oscillator to an Earthquake. Bull. Seis. Soc. Amer.. (1956) p.57-65.

5. 10) HOUSNER G. W. Limit Design of Structures to Resist Earthquakes. Proc. WCEE. (1956) p.5.1-5.13.

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