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contributor authorDamian
contributor authorBeben
date accessioned2017-05-08T21:37:53Z
date available2017-05-08T21:37:53Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29cf%2E1943-5509%2E0000394.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57991
description abstractThe paper presents the results and conclusions from field tests under service loads conducted on a corrugated steel plate (CSP) road culvert. Strains and displacements were measured in selected cross sections of the culvert during the passage of vehicles. The field tests lasted for 24 h. On the basis of the measured displacements, using the fast Fourier transform method, the dominant frequencies of the culvert were determined. The logarithmic damping decrements and the damping ratios were also calculated. The maximum displacement and strain of the culvert did not exceed
publisherAmerican Society of Civil Engineers
titleField Performance of Corrugated Steel Plate Road Culvert under Normal Live-Load Conditions
typeJournal Paper
journal volume27
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000389
treeJournal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 006
contenttypeFulltext


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