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Seismic performance of vertical irregular hybrid spatial structures

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Seismic performance of vertical irregular hybrid spatial structures

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Liu, F.; Lu, X. (2009). Seismic performance of vertical irregular hybrid spatial structures. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6526.

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Title: Seismic performance of vertical irregular hybrid spatial structures
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
Abstract:
Shanghai pudong international airport terminal building 2 has total floor area of 400 thousand square meters and constitutes a terminal building, a boarding hall and mass transit stations. Its total length and width are ...[+]
Subjects: Hybrid spatial structure , Vertical regularity , Nonlinear analysis , Seismic performance
Copyrigths: Reserva de todos los derechos
ISBN: 978-84-8363-461-5
Source:
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.
Publisher:
Editorial Universitat Politècnica de València
Conference name: Symposium of the International Association for Shell and Spatial Structures
Conference place: Valencia
Conference date: 2009
Description: p. 333-344
Type: Comunicación en congreso

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