منابع مشابه
New Lateral Force Distribution for Seismic Design of Structures Based on Seismic Demand Ratio
The design of earthquake-resistant buildings starts with defining the maximum lateral earthquake forces or their resultant. The amount of these forces depends on various factors, including coefficient of system behavior which depends on overstrength and its ductility. In this study, a method is presented for designing an earthquake-resistant system in which the distribution of lateral forces is...
متن کاملCoote New Zealand Futures Trust New Zealand
On Media A workshop report from US Institute for Peace examined Arab media, August, 05 (http://usip.org/virtual diplomacy/publications/reports/18.html), with special focus on attitudes to US and to the West. The relevant Arab governments play a double role since mostly, they control the media, where they appease the ideological positions of their own threatening insurgencies while focusing publ...
متن کاملDiscussion of ‘ A new approach of selecting real input ground motions for seismic design : The most unfavourable real seismic design
Right Copyright © 2009 John Wiley & Sons, Ltd.; This is the pre-peer reviewed version of the following article: Abbas Moustafa, Discussion of ‘A new approach of selecting real input ground motions for seismic design: The most unfavourable real seismic design ground motions’ by C-H Zhai and L-L Xie, Earthquake Engineering & Structural Dynamics, 38/9, 1143-1149, 2009, which has been published in ...
متن کاملFundamental and higher-mode Rayleigh wave characteristics of ambient seismic noise in New Zealand
[1] In order to use ambient seismic noise for mapping Earth’s structure, it is important to understand the spatiotemporal characteristics of the noise field. This study uses data collected during four austral winter months of 2002 to investigate New Zealand’s ambient seismic noise field in the double-ocean-wave-frequency range (0.1–0.3 Hz). It is shown via beamforming analysis that there are tw...
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ژورنال
عنوان ژورنال: Bulletin of the New Zealand Society for Earthquake Engineering
سال: 2004
ISSN: 2324-1543,1174-9857
DOI: 10.5459/bnzsee.37.1.1-12