Geotechnical earthquake engineering design practice in New Zealand

机译：新西兰的岩土地震工程设计实践

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Current practices followed in New Zealand for assessing seismic risk and the ultimate limit state design of foundations are summarised. The ultimate limit state design method used is explained and compared with other methods. Also current research in earthquake geotechnical engineering is reviewed. In particular mention is made of prototype field tests and recorded data on earthquake response of buildings and sites which are likely to be of wider than New Zealand applicability.

机译：总结了新西兰现行的评估地震风险的做法，并总结了基金会的极限状态设计。解释了最终极限状态设计方法，并将其与其他方法进行了比较。还回顾了当前在地震岩土工程方面的研究。特别要提到的是原型试验和记录的有关建筑物和场所地震反应的数据，这些数据可能比新西兰适用范围更广。

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《International conference on earthquake geotechnical engineering;SICEGE》|1999年|p.1123-1128|共6页
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M.J.Pender;
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中图分类地球物理学;
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4. Geotechnical earthquake engineering design practice in New Zealand [C] . M.J.Pender International conference on earthquake geotechnical engineering . 1999

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5. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes [D] . Khanal, Abhisek. 2019

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8. Design Guidance: Geotechnical Earthquake Engineering for Highways. Volume 1.Design Principles. Geotechnical Engineering Circular No. 3 [R] . Kavazanjian, E., Matasovic, N., Hadj-Hamou, T., 1997

机译：设计指导：高速公路岩土地震工程。第1卷。设计原则。土力工程通告第3号

Geotechnical earthquake engineering design practice in New Zealand

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