Bringing old building stock into line with modern standards of earthquake-resistant design is a daunting and expensive task. But the damage caused by the Kobe earthquake shows that doing nothing will be even more costly.
This is a preview of subscription content, access via your institution
Relevant articles
Open Access articles citing this article.
-
Should we design buildings for lower-probability earthquake motion?
Natural Hazards Open Access 03 April 2011
Access options
Subscribe to this journal
Receive 51 print issues and online access
$199.00 per year
only $3.90 per issue
Buy this article
- Purchase on Springer Link
- Instant access to full article PDF
Prices may be subject to local taxes which are calculated during checkout
References
Elnashai, A. S. HEI News No. 15, 6–7 (1996).
Earthquake Engineering Field Investigation Team (EEFIT) The Kobe, Japan Earthquake of 17 January 1995 (Inst. Struct. Eng., London, May 1997).
Hayward, D. New Civil Eng. 16–20 (13 June 1996).
Earthquake Engineering Field Investigation Team (EEFIT) The Northridge, California Earthquake of 17 January 1994 (Inst. Struct. Eng., London, May 1997).
Scawthorn, C. et al. EQE Summary Report (EQE International, San Francisco, April 1995).
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Chandler, A. Engineering design lessons from Kobe. Nature 387, 227–229 (1997). https://doi.org/10.1038/387227a0
Issue Date:
DOI: https://doi.org/10.1038/387227a0
This article is cited by
-
A universal approach for evaluating earthquake safety level based on societal fatality risk
Bulletin of Earthquake Engineering (2019)
-
Should we design buildings for lower-probability earthquake motion?
Natural Hazards (2011)