Abstract

The following information is the result of a survey carried out during December 1995 of all known researchers in New Zealand. The information is as complete as possible being based on responses received by 15 January 1996. A bibliography of relevant recent publications is given together with affiliation and address information for the active researchers. Information is arranged under the same topic headings as for the main body of the proceedings.

Highlights

  • The following information is the result of a survey carried out during December 1995 of all known researchers in New Zealand

  • The New Zealand model provides a good match to data from the 1995 Kobe earthquake

  • Considerable work is being done to improve the understanding of earthquake hazard throughout New Zealand and to complete microzoning studies for urban areas, with much attention focused on the Wellington region (Van Dissen et al, 1992)

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Summary

INTRODUCTION

The following information is the result of a survey carried out during December 1995 of all known researchers in New Zealand. The information is as complete as possible being based on responses received by 15 January 1996. A bibliography of relevant recent publications is given together with affiliation and address information for the active researchers. Information is arranged under the same topic headings as for the main body of the proceedings. Much stronger than predicted by well-known western USA models. The New Zealand model provides a good match to data from the 1995 Kobe earthquake. Strong motion recorded ·in the epicentral region of the M6? Arthur's Pass earthquake of June 1994 is presented in Berrill et al (1995). Davis (1995) has studied the effects of weathering on site response

GEOLOGIC AND SEISMOLOGIC ASPECTS OF EARTHQUAKE GROUND MOTIONS
GEOTECHNICAL ASPECTS OF EARTHQUAKE GROUND MOTIONS
SOIL LIQUEFACTION
PILE SUPPORTED STRUCTURES
WALLS AND RETAINING STRUCTURES
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