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- W2183201206 abstract "The research work presented in this paper describes the numerical modeling of light-frame wood structures. This type of low-rise residential buildings is widely used across North America and incorporates sheathed woodframe shear walls as a lateral load-resisting system. The numerical model introduced attempts to address the dynamic response of two- dimensional woodframe buildings under unidirectional horizontal and vertical earthquake shaking, by effectively simulating the primary modes of deformation that have been observed and identified in recent three-dimensional shake table tests of a full-scale two-story light- frame wood townhouse building. A computer program is being developed that formulates a numerical two-dimensional building model at the nail level, yet maintains simplicity in the model preparation and can accommodate various structural configurations. The element li- brary includes a number of nonlinear springs that capture the load-deformation characteris- tics of wood connections and vertical load-transferring devices up to complete failure, as well as contact/separation phenomena between framing members. A linear beam element is util- ized for modeling the wood framing since the individual frame members do remain elastic and the nonlinear behavior is concentrated in the sheathing-to-framing and the framing-to- framing connections. A corotational formulation is employed to solve the equilibrium equa- tions in the deformed configuration accounting for large rotations and large displacements associated with rigid body motion, geometric nonlinearity, as well as P-Δ effects at the system level. The preliminary analyses of one-story woodframe buildings indicate that the proposed model is capable of capturing more realistic load paths in the shear walls and the response is affected by their height-to-width ratio, the simulated gravity loads and the anchoring devices installed on the structure." @default.
- W2183201206 created "2016-06-24" @default.
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- W2183201206 date "2009-01-01" @default.
- W2183201206 modified "2023-09-27" @default.
- W2183201206 title "TWO-DIMENSIONAL NUMERICAL MODELING OF LIGHT-FRAME WOOD STRUCTURES FOR SEISMIC COLLAPSE ASSESSMENT" @default.
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