Performance of timber structures during the Hyogo-ken Nanbu earthquake of 17 January 1995

Author:

Prion Helmut G. L.,Filiatrault André

Abstract

The Hyogo-ken Nanbu earthquake that struck the Kobe area of Japan on January 17, 1995, caused extensive damage to wooden housing structures, resulting in a large loss of life. As part of the Canadian Association for Earthquake Engineering reconnaissance team, the authors visited the disaster area a week after the earthquake to gain insight into the performance of timber structures. This paper reports their findings and discusses the reasons for the poor behaviour of the many buildings that were destroyed as well as the reasons why some buildings survived almost unscathed. A summary of Japanese code practices provides background to the discussions and allows comparisons with Canadian design and construction methods. Key words: earthquakes, seismic, timber, wood framed buildings, housing.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference1 articles.

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Seismic protection technologies for timber structures: a review;European Journal of Wood and Wood Products;2019-01-29

2. Aspects of the performance of different materials in earthquakes;Proceedings of the Institution of Civil Engineers - Construction Materials;2013-10

3. Midply Wood Shear Wall System: Concept and Performance in Static and Cyclic Testing;Journal of Structural Engineering;2006-09

4. Shake table tests on single-storey braced timber frames;Canadian Journal of Civil Engineering;2003-12-01

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