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contributor authorTeby V. Herrero
contributor authorFrederick R. Rutz
contributor authorKevin L. Rens
date accessioned2017-05-08T21:15:23Z
date available2017-05-08T21:15:23Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290887-3828%282008%2922%3A1%2812%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44539
description abstractThe University of Colorado at Denver has been studying the effect of wind pressure on historic bridges to determine the structural adequacy of these structures. Several historic bridges have been field instrumented and tested to determine the member forces due to actual lateral wind pressures. This paper focuses on the development of an inexpensive reusable strain transducer that can be conveniently and nondestructively clamped to any structural member in a field condition. Prototype strain transducers have been extensively tested in the laboratory to verify reliability and repeatability of results and have been compared to finite-element modeling results. The best strain transducer has been successfully used in the field on the historic truss bridges. Each strain transducer costs approximately $50.
publisherAmerican Society of Civil Engineers
titleWind Pressure and Strain Measurements on Bridges. II: Strain Transducer Development
typeJournal Paper
journal volume22
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2008)22:1(12)
treeJournal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 001
contenttypeFulltext


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