- -

FEM Analysis Considering stiffness of 3 Stepped Bracket Complex for ENGAKUJI SHARIDEN as a Historical Wooden Structure in Japan

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

FEM Analysis Considering stiffness of 3 Stepped Bracket Complex for ENGAKUJI SHARIDEN as a Historical Wooden Structure in Japan

Show simple item record

Files in this item

dc.contributor.author TAKASHIMA, Hideyuki
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-12-01T08:26:51Z
dc.date.available 2009-12-01T08:26:51Z
dc.date.issued 2009-12-01T08:26:51Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6539
dc.description p. 476-488 en_EN
dc.description.abstract Engaku Temple has been built at Kamakura City nearby Yokohama in 1285. The SHARIDEN is one of the facitilies there in order to store the Buddha's bone and has been selected as Japanese national treasure. However, most of the original materials have been lost because of suffering from a fire in 1563. After that, the current SHARIDEN has been replaced by TAIHEI Temple which was also located in Kamakura. In the former study[1], the FEM model for SHARIDEN has been established as a space frame and the linear elastic analyses have also been executed. In the present study, the following targets will be prepared to analyze the structural behaviours in detail. (1) Reconfirm the coordinates of nodal points and member arrangement for the FEM model (2) The structural behaviours of 3 stepped bracket complex has been simulated with 3D FEM solid model to obtain the equivalent frame to the real bracket (3) Estimate more exact distribution of the vertical load on the top and lower roofs (4) Investigate the effect of the deterioration at the joints on the whole structural behaviours by considering bending springs arranged at the both ends of members. The numerical model has been assembled by CAD data originally created basing on the drawings edited by Kanagawa Prefecture. The number of unknowns reaches upto 13,000. The numerical model for 3 stepped bracket has also contains over 10,000 unknowns. Through above investigations, the structural features and several suggestions for reinforcements would be discussed for such an important structure. 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 Historical structure en_EN
dc.subject Timber spatial structure en_EN
dc.subject Fem en_EN
dc.subject Numerical modeling en_EN
dc.subject Static analysis en_EN
dc.title FEM Analysis Considering stiffness of 3 Stepped Bracket Complex for ENGAKUJI SHARIDEN as a Historical Wooden Structure in Japan en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Takashima, H. (2009). FEM Analysis Considering stiffness of 3 Stepped Bracket Complex for ENGAKUJI SHARIDEN as a Historical Wooden Structure in Japan. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6539. 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


This item appears in the following Collection(s)

Show simple item record