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Paper is concerned with static and dynamic analyses of core-wall building; elastic response of core-wall building to earthquake ground motions is analyzed; maximum response values of six core-wall buildings to two recorded earthquakes are obtained and results are compared with those computed by modal analysis of "root mean square" type; author proposes method to evaluate shears and moments of structural members of core-wall building subjected to lateral static forces; method includes elastic-plastic analysis as well as elastic one.
Paper is concerned with static and dynamic analyses of core-wall building; elastic response of core-wall building to earthquake ground motions is analyzed; maximum response values of six core-wall buildings to two recorded earthquakes are obtained and results are compared with those computed by modal analysis of "root mean square" type; author proposes method to evaluate shears and moments of structural members of core-wall building subjected to lateral static forces; method includes elastic-plastic analysis as well as elastic one.
Seismic analysis of core-wall building
New Zealand. World Conference -- Proc
Osawa, Y. (Autor:in)
Proceedings of the 3rd New Zealand. World Conference on Earthquake Engineering ; 1965
1965
Aufsatz (Konferenz)
Englisch
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