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contributor authorAwad S. Hanna
contributor authorAhmed B. Senouci
date accessioned2017-05-08T22:25:50Z
date available2017-05-08T22:25:50Z
date copyrightJune 1995
date issued1995
identifier other%28asce%290733-9364%281995%29121%3A2%28215%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80508
description abstractThis paper presents a design optimization method for all-wood concrete-slab forms. This procedure was formulated to provide for a safe slab-form design with minimum cost. It considers in its design process the cost of each slab-form component (sheathing, joist, stringer, and wood shore) and all available combinations of slab-form components. The performance of the optimum design method is compared to that of the traditional design method, which uses design charts/tables. The optimum design method was found to have a potential cost savings over the traditional design method. A study was conducted to confirm these cost savings. The results of the study show that cost savings as high as 9.9% were achieved by using the design optimization method.
publisherAmerican Society of Civil Engineers
titleDesign Optimization of Concrete-Slab Forms
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(1995)121:2(215)
treeJournal of Construction Engineering and Management:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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