Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Toothed Metal Plate Connector Size on Wood Frame Behavior
Conventional wood frame shear walls are designed by prescriptive guidelines. They are typically constructed of dimension lumber framework connected together with nails and then sheathed with structural panels. An engineered wood frame shear wall panel system was investigated using conventional materials except the dimension lumber framework was connected with toothed metal plate connectors instead of nails. These moment resistant connections transform the framework into moment resistant frames that increase resistance to lateral loads. The lateral load behavior of unsheathed and sheathed frames connected with metal plate connectors is discussed.
Effect of Toothed Metal Plate Connector Size on Wood Frame Behavior
Conventional wood frame shear walls are designed by prescriptive guidelines. They are typically constructed of dimension lumber framework connected together with nails and then sheathed with structural panels. An engineered wood frame shear wall panel system was investigated using conventional materials except the dimension lumber framework was connected with toothed metal plate connectors instead of nails. These moment resistant connections transform the framework into moment resistant frames that increase resistance to lateral loads. The lateral load behavior of unsheathed and sheathed frames connected with metal plate connectors is discussed.
Effect of Toothed Metal Plate Connector Size on Wood Frame Behavior
Emerson, R. N. (Autor:in) / Collins, T. A. (Autor:in)
Structures Congress 2004 ; 2004 ; Nashville, Tennessee, United States
Structures 2004 ; 1-10
21.05.2004
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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