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Shaking table test a hybrid spatial structure with engineering application

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Shaking table test a hybrid spatial structure with engineering application

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dc.contributor.author LU, Xilin
dc.contributor.author LIU, Feng
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-01T08:22:38Z
dc.date.available 2009-12-01T08:22:38Z
dc.date.issued 2009-12-01T08:22:38Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6534
dc.description p. 420-431 en_EN
dc.description.abstract Terminal building 2 in Shanghai pudong international airport is a novel hybrid spatial structure. The upper steel roof and lower reinforced concrete frame are assembled with Yshaped steel columns. Its total length and width are 414 and 150 miters, respectively. The special architecture form leads to a complex structure. It is significant to completely understand the overall structural behavior under moderate and strong earthquakes when designing this structure. In this regard, shaking table model test plays an important role in obtaining the overall dynamic characteristics, seismic responses and failure mechanism of targeted structure. The seismic response and performance of this hybrid spatial structure subjected to various earthquake inputs are investigated by shaking table test. A 1:35 scaled model structure is constructed and tested. The natural frequency, seismic responses including the relative displacement and the strain are investigated based on the test results. Some features are captured and discussed. Furthermore, weak positions under seldom-occurred earthquakes of seismic design intensity 8 are found based on the visible damages on the testing model, and some corresponding suggestions were proposed and applied to the engineering design of the structure under extremely strong earthquakes. The whole project was completed in 2006 and put into operation after then. The study attempts to provide some insights into the overall dynamic behavior of the new structural system and accumulates the experimental evidence for establishing related design guidelines for such complex hybrid spatial structures in the future. 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 Hybrid spatial structure en_EN
dc.subject Shaking table test en_EN
dc.subject Scaled model en_EN
dc.subject Seismic performance en_EN
dc.title Shaking table test a hybrid spatial structure with engineering application en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Lu, X.; Liu, F. (2009). Shaking table test a hybrid spatial structure with engineering application. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6534. 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


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