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contributor authorA. S. Blasetti
contributor authorR. M. Hoffman
contributor authorD. W. Dinehart
date accessioned2017-05-08T21:00:23Z
date available2017-05-08T21:00:23Z
date copyrightJanuary 2008
date issued2008
identifier other%28asce%290733-9445%282008%29134%3A1%2877%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35127
description abstractThis paper presents a simplified methodology of modeling the complex hysteretic behaviors of wood sheathing connections using basic elements found in commercially available finite-element analysis software. By combining these basic elements, customized connection elements that often require extensive programming can be eliminated. This both simplifies the modeling process and adds versatility to the model, such that it can be modified for different types of sheathing connections. A typical nailed sheathing connection has successfully been modeled and implemented into a shear wall model using this methodology. In addition, an innovative viscoelastic (VE) sheathing connection has been modeled using the same strategy and was used in a VE shear wall model. Though this study was focused on wood frame shear walls and their connections, the proposed modeling technique may be applied to virtually all structural components with hysteretic behaviors.
publisherAmerican Society of Civil Engineers
titleSimplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls
typeJournal Paper
journal volume134
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2008)134:1(77)
treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 001
contenttypeFulltext


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