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Effect of member layout on elastic buckling behavior for square-and-diagonal double-layer lattice domes

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Effect of member layout on elastic buckling behavior for square-and-diagonal double-layer lattice domes

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dc.contributor.author YAN, Chongbing
dc.contributor.author TANIGUCHI, Yoshiya
dc.contributor.author YOSHINAKA, Susumu
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2010-02-18T07:40:13Z
dc.date.available 2010-02-18T07:40:13Z
dc.date.issued 2010-02-18T07:40:13Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/7181
dc.description p. 1941-1950 en_EN
dc.description.abstract Double-layer lattice structures composed of the square pattern and the diagonal pattern in top and bottom layers have the member layouts of 4 types as the arrangement of the mesh patterns as shown in figure 1. To design these lattice structures, the relationship between the member layout and the edge of plan must be decided. The mesh patterns in top and bottom layers of "large-square-on-small-diagonal" and "small-diagonal-on-large-square" have been already studied. However, the "large-diagonal-on-small-square" and "smallsquare- on-large-diagonal" of the double-layer lattice structures have not been sufficiently studied yet. Therefore, in this paper 4 types of the mesh patterns composed of the square pattern and the diagonal pattern are discussed. The effect of member layout on the buckling behavior and stress states is investigated for double layer lattice domes. The other numerical parameter is the loading conditions. In addition, the usefulness of the method to estimate the effective strength by the segment consisting of 3x3 structural units is discussed. 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 Double-layer lattice domes en_EN
dc.subject Mesh patterns en_EN
dc.subject Elastic buckling behavior en_EN
dc.subject Member layout en_EN
dc.subject Loading condition en_EN
dc.subject Stregth of structural unit en_EN
dc.title Effect of member layout on elastic buckling behavior for square-and-diagonal double-layer lattice domes en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Yan, C.; Taniguchi, Y.; Yoshinaka, S. (2010). Effect of member layout on elastic buckling behavior for square-and-diagonal double-layer lattice domes. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/7181. 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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