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- W571839152 abstract "This article reports a panel discussion on the seismic design of reinforced concrete at the Pacific Conference on Earthquake Engineering, held in Auckland, New Zealand on 20-23 November 1991, organised by The New Zealand National Society for Earthquake Engineering. The four keynote addresses are summarised. R Borcherdt (USA) presented a case study of the observation, characterisation, and predictive GIS (geographical information system) mapping of strong ground shaking for seismic zonation, in the San Francisco Bay region, California, USA. It was stated that, during the 1989 earthquake there, unreinforced masonry structures were seven to eight times more damaged than similar masonry structures on rock sites. J Pappin (UK) evaluated seismic risk and earthquake engineering in regions of low seismicity, such as the UK. This involved quantifying both seismic hazards and vulnerability factors for a range of typical structures. C Arnold (USA) reviewed current aspects of the problems of non- structural earthquake damage and hazard reduction, surveyed some theoretical thinking about the problem, and discussed some recent experiences, primarily the 1989 Loma Prieta earthquake. H Ayoama (Japan) outlined recent developments in the seismic design of reinforced concrete buildings in Japan, which were made possible by available high-strength concrete and steel. Some of the buildings are about 30 storeys high." @default.
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- W571839152 date "1992-02-03" @default.
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- W571839152 title "EARTHQUAKE IMPACTS IN NEW ZEALAND" @default.
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