Evaluation of the resistance to progressive collapse of monolithic reinforced concrete frame buildingswith separate amplified floors
In the article the authors propose a simplified method of dynamic analysis of the resistance to progressive collapse of a fragment of the building bearing system with amplified floors. This method is based on representing the building bearing system as a dynamic model with a denumerable number of de...
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Format: | Article |
Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2014-02-01
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Series: | Vestnik MGSU |
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Online Access: | http://vestnikmgsu.ru/files/archive/issues/2014/2/ru/3.pdf |