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contributor authorK. D. Hjelmstad
contributor authorD. A. Lange
contributor authorI. D. Parsons
contributor authorF. V. Lawrence
date accessioned2017-05-08T21:21:07Z
date available2017-05-08T21:21:07Z
date copyrightSeptember 1998
date issued1998
identifier other%28asce%291076-0342%281998%294%3A3%28126%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48072
description abstractA building materials durability model has been developed using a framework that encompasses environmental stimuli, material degradation, structural performance criteria, and maintenance strategies. The model takes a global viewpoint, rather than a microscopic focus, to produce predictions of life-cycle costs of building materials for structural applications. The model is completely general and capable of either simple or complex simulations depending upon the sophistication of the damage models used, the repair strategies considered, and the economic conditions assumed. The current study applies the model to a simple beam to compare painted structural steel and reinforced concrete in different climates and economic environments. The life-cycle cost model allows the engineer to compare the economics of two candidate materials for a given application, assess the consequences of repair strategy, compare durability of a material in different environments, and choose the best durability strategy for short- and long-term applications.
publisherAmerican Society of Civil Engineers
titleFramework for Modeling Durability Cost of Structural Systems
typeJournal Paper
journal volume4
journal issue3
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(1998)4:3(126)
treeJournal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 003
contenttypeFulltext


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