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contributor authorDuane Castaneda
contributor authorColin Brown
date accessioned2017-05-08T20:55:22Z
date available2017-05-08T20:55:22Z
date copyrightDecember 1994
date issued1994
identifier other%28asce%290733-9445%281994%29120%3A12%283506%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31874
description abstractA methodology is presented for conducting forensic investigations of earthquake‐damaged structures. Causes of unexpected damage, indicated by differences between predicted (expected) and observed damage, are significant to the engineering and construction professions. Due to the existence of uncertainties associated with randomness and vagueness, methods for conducting probabilistic and fuzzy‐set damage‐assessments are discussed. Measures are presented to compare expected‐ and observed‐damage assessments that are probabilistic or fuzzy. Methods for identifying, studying, and ranking causes of unexpected damage are presented. The use of fuzzy expert systems is proposed as a structured method for using expert knowledge to assess the effect of observed distress on structural integrity. Desiderata are proposed to ensure reliable conclusions. A fundamental desideratum is proposed to maintain uniform levels of precision in the required analyses. Results are presented in layers to determine the professional significance of the unexpected damage. This methodology is applied to the forensic investigation of a three‐story reinforced‐concrete office building damaged in the 1987 Whittier Narrows earthquake.
publisherAmerican Society of Civil Engineers
titleMethodology for Forensic Investigations of Seismic Damage
typeJournal Paper
journal volume120
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1994)120:12(3506)
treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 012
contenttypeFulltext


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