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contributor authorKenneth J. Fridley
contributor authorPyoyoon Hong
contributor authorDavid V. Rosowsky
date accessioned2017-05-08T20:56:46Z
date available2017-05-08T20:56:46Z
date copyrightJune 1997
date issued1997
identifier other%28asce%290733-9445%281997%29123%3A6%28836%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32770
description abstractIt is well known that wood exhibits continued additional creep deflection under long-term load. Differential creep behavior among joists, sheathing material, and connection details in a wood joist floor system can affect the system performance of the assembly over time. For example, if the flexural stiffness of the partial composite T-sections consisting of wood joists and sheathing changes continuously over time, the deflection response of the wood assembly would obviously be affected. The objective of this research was to investigate the time-dependent behavior of wood floor systems within the service-load range as defined by time-dependent deflection behavior and time-dependent load-distribution behavior. The specific focus of this paper is on experimental tests and observations.
publisherAmerican Society of Civil Engineers
titleTime-Dependent Service-Load Behavior of Wood Floors: Experimental Results
typeJournal Paper
journal volume123
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1997)123:6(836)
treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006
contenttypeFulltext


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