DAMAGE REDUCTION EFFECT DUE TO BASEMAT UPLIFT OF BUILDINGS-Reference-Cited by-同舟云学术

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DAMAGE REDUCTION EFFECT DUE TO BASEMAT UPLIFT OF BUILDINGS

Published:1996 Issue:485 Volume:61 Page:53-62
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:

HAYASHI Yasuhiro¹

Affiliation:

1. Izumi Research Institute, Shimizu Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/61/485/61_KJ00004100434/_pdf

Reference3 articles.

1. 2) HUKELBRIDGE A. A. Earthquake simulation tests of a nine story steel frame with columns allowed to uplift. UCB/EERC-77/23 EERC. (1977)

2. 5) MILINE J. Experiments in Observational Seismology. Transactions of the Seismological Society of Japan. (1881) vol.Vol.3, p.12-64.

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1. SEISMIC RESPONSE CHARACTERISTICS OF FOUNDATION COMPOSED OF MICROPILES AND SOILBAGS AND ITS SUPERIORITY TO PILE FOUNDATION;Journal of JSCE;2022

2. Seismic Testing and Analysis of Rocking Motions of Japanese Post-and-Beam Construction;Journal of Structural Engineering;2021-02

3. Liquefaction Mitigation Measures: A Historical Review;Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics;2021

4. Development of Spread Foundation Composed of Micropiles and Soilbags to Reduce Seismic Response of Structures;Quarterly Report of RTRI;2020-08-01

5. Centrifuge Tests of Impulsive Vertical Acceleration Generated by Foundation Uplift During Strong Shaking;Soils and Foundations;2011-06

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