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dc.contributor.author | ZHI, Xudong | |
dc.contributor.author | FAN, Feng | |
dc.contributor.author | SHEN, Shizhao | |
dc.contributor.author | FAN, Qinxin | |
dc.contributor.editor | Domingo Cabo, Alberto | es_ES |
dc.contributor.editor | Lázaro Fernández, Carlos Manuel | es_ES |
dc.date.accessioned | 2009-12-01T08:20:12Z | |
dc.date.available | 2009-12-01T08:20:12Z | |
dc.date.issued | 2009-12-01T08:20:12Z | |
dc.identifier.isbn | 978-84-8363-461-5 | |
dc.identifier.uri | http://hdl.handle.net/10251/6527 | |
dc.description | p. 345-354 | en_EN |
dc.description.abstract | In order to have a good understanding of the failure mechanism of single-layer saddle-curve reticulated shells under earthquake motion, dynamic failure mode of single-layer saddlecurve reticulated shells under earthquake motion is discussed with accumulation of material damage introduced to analyze the failure of these shells under dynamic actions. Based on the comprehension of the mechanical behaviours and structural full-range characteristic responses in an example, dynamic strength failure due to excessive development of plastic deformation is a mainly failure mode for single-layer saddle-curve reticulated shells subjected to earthquakes. Then, a method is proposed for determination of failure state. The relationships between structural responses under ultimate load and different structural parameters are investigated through simulation. | en_EN |
dc.language | Inglés | en_EN |
dc.publisher | Editorial Universitat Politècnica de València | es_ES |
dc.relation.ispartof | Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings | en_EN |
dc.rights | Reserva de todos los derechos | en_EN |
dc.subject | Single-layer saddle-curve | en_EN |
dc.subject | Earthquake | en_EN |
dc.subject | Dynamic strength failure | en_EN |
dc.subject | Damage accumulation | en_EN |
dc.title | Failure mechanism of single-layer saddle-curve reticulated shells subjected to erathquakes | en_EN |
dc.type | Comunicación en congreso | en_EN |
dc.rights.accessRights | Abierto | es_ES |
dc.description.bibliographicCitation | Zhi, X.; Fan, F.; Shen, S.; Fan, Q. (2009). Failure mechanism of single-layer saddle-curve reticulated shells subjected to erathquakes. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6527 | es_ES |
dc.relation.conferencename | Symposium of the International Association for Shell and Spatial Structures | es_ES |
dc.relation.conferencedate | 2009 | es_ES |
dc.relation.conferenceplace | Valencia | es_ES |