ANALYSIS ON AMPLIFICATION CHARACTERISTICS OF GROUND MOTION IN TOPOGRAPHIC IRREGULAR SITE SUBJECTED TO SPATIALLY VARYING INCIDENT WAVE-Reference-Cited by-同舟云学术

ANALYSIS ON AMPLIFICATION CHARACTERISTICS OF GROUND MOTION IN TOPOGRAPHIC IRREGULAR SITE SUBJECTED TO SPATIALLY VARYING INCIDENT WAVE

Published:1997 Issue:495 Volume:62 Page:79-86
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:

KANDA Katsuhisa¹,MOTOSAKA Masato²

Affiliation:

1. Kobori Research Complex, Kajima Corporation

2. Faculty of Engineering, Tohoku University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/62/495/62_KJ00004107081/_pdf

Reference15 articles.

1. 1) HARICHANDRAN R. S. Space-Time Variation of Earthquake Ground Motion. Research Report R84-12. Department of Civil Engineering, MIT. (1984)

2. 2) TOKSOZ M. N. Effects of Lateral Heterogeneity on Seismic Motion. International Symposium, Effects of Surface Geology on Ground Motion. (1992) p.33-64.

3. 9) KITAMURA E. Simulation Analysis, Using BEM-FEM Hybrid Model, of Strong Ground Motion in Mexico City during Mexico Earthquake 1985. 10th International Conf. on B. E. M.. (1987) vol.4, p.195-206.

4. 10) YOSHIDA K. Dynamic response of embedded foundations to a spatially random ground motion. Proc. 9th WCEE. (1988) vol.3, p.361-366.

5. 14) SCHNEIDER J. F. The Spatial Variation of Earthquake Ground Motion and Effects of Local Site Condition. Proc. 10th WCEE. (1992) vol.2, p.967-972.

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1. EFFECT OF SPATIALLY RANDOM GROUND MOTIONS ON A ONE-STORY WOODEN BUILDING CONSIDERING STIFFNESS OF HORIZONTAL DIAPHRAGM;Journal of Structural and Construction Engineering (Transactions of AIJ);2009