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contributor authorNavaratnam Satheeskumar
contributor authorDavid James Henderson
contributor authorJohn David Ginger
contributor authorChi-Hsiang Wang
date accessioned2017-12-16T09:24:24Z
date available2017-12-16T09:24:24Z
date issued2017
identifier other%28ASCE%29ST.1943-541X.0001850.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242565
description abstractThis paper presents a three-dimensional (3D) finite-element model (FEM) of part of a contemporary timber-framed house for assessing the load sharing and contribution of lining elements to load sharing. Assembled with intercomponent connections (i.e., batten-to-cladding connections, batten-to-truss connections, and roof-to-wall connections), the model consists of structural frame elements (e.g., trusses, battens, metal roof cladding, top plates, bottom plates, and wall studs) and lining elements (e.g., ceiling, wall lining, and ceiling cornice). The model analyses agree favorably with results from full-scale structural tests. The FEM shows that adding lining elements decreases the vertical reaction of the roof-to-wall connection by approximately 25%. This validated model provides confidence for assessing the structural response of a range of typical house geometries and materials including the effects of construction defects to wind loads.
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Finite-Element Modeling and Validation of a Timber-Framed House to Wind Loading
typeJournal Paper
journal volume143
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001850
treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
contenttypeFulltext


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