TIME-DEPENDENT SERVICE-LOAD BEHAVIOR OF WOOD FLOORS - ANALYTICAL MODEL

Citation
Kj. Fridley et al., TIME-DEPENDENT SERVICE-LOAD BEHAVIOR OF WOOD FLOORS - ANALYTICAL MODEL, Computers & structures, 66(6), 1998, pp. 847-860
Citations number
18
Categorie Soggetti
Computer Science Interdisciplinary Applications","Computer Science Interdisciplinary Applications","Engineering, Civil
Journal title
ISSN journal
00457949
Volume
66
Issue
6
Year of publication
1998
Pages
847 - 860
Database
ISI
SICI code
0045-7949(1998)66:6<847:TSBOWF>2.0.ZU;2-B
Abstract
A preceding companion paper[1] examined the experimental time-dependen t service-load response of wood joist floor systems, including an asse ssment of time-dependent deflections and load distribution. The result s of the experimental program are used herein to develop an analytical model for the time-dependent response of wood joist floors. Time-depe ndent component (i.e. joist, sheathing and connection) models are deve loped from component tests. These component models are then integrated into a system model. The focus of this paper is to present the theore tical basis for the rime-dependent system model, and illustrate its pr edictive capabilities. The system model approximates the time-dependen t system creep of parallel-member wood systems to an acceptable degree of accuracy. Moreover, the model requires relatively little computer time, thus making it suitable for use in a Monte Carlo simulation. (C) 1998 Published by Elsevier Science Ltd.