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Strength and Behavior of Hybrid Diaphragms
Publisher: American Society of Civil Engineers
Abstract: Advantages of diaphragms using glass fiber-reinforced polymer (GFRP) panels in conjunction with plywood panels as sheathing (hybrid diaphragms) are presented in this paper. The strength and behavior of individual connections ...
Wind Design Procedures for Wood Roof Trusses of Low-Rise Structures
Publisher: ASCE
Abstract: Wind design procedures for wood roof trusses of low-rise structures are evaluated in this paper using wind tunnel test data and two-dimensional finite-element frame models. The adequacy of the conventional and two alternative ...
Analytical Model for Sheathing-to-Framing Connections in Wood Shear Walls and Diaphragms
Publisher: American Society of Civil Engineers
Abstract: A new analytical model for sheathing-to-framing connections in wood shear walls and diaphragms is discussed in this paper. The model represents sheathing-to-framing connections using an oriented pair of nonlinear springs. ...
Negative External Pressure Coefficients for Design of Components and Cladding of Low-Rise Buildings with Steep-Slope Gable Roofs
Publisher: ASCE
Abstract: Negative external pressure coefficients for design of components and cladding of steep-slope gable roofs (27° to 45° roof slope) on low-rise buildings subjected to wind loads were determined in this study based on data ...
Tensile Strength of Varied-Angle Mortise and Tenon Connections in Timber Frames
Publisher: American Society of Civil Engineers
Abstract: The tensile strength of varied-angle mortise and tenon connections in timber frames is discussed in this paper. Twelve full-size mortise and tenon connections (four 90°, four 67.5°, and four 45°) were tested under monotonic ...
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