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contributor authorY. L.
contributor authorXu
contributor authorX. H.
contributor authorZhang
contributor authorZhan
contributor authorX. J.
contributor authorHong
contributor authorL. D.
contributor authorZhu
contributor authorXia
contributor authorZhu
date accessioned2017-05-08T21:35:23Z
date available2017-05-08T21:35:23Z
date copyrightNovember 2012
date issued2012
identifier other%28asce%29be%2E1943-5592%2E0000351.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56893
description abstractComprehensive structural health monitoring systems have been developed and installed in several long-span suspension bridges around the world, aiming to monitor structural health conditions of the bridges in real time. Nevertheless, many key issues remain unsolved, such as how to take full advantage of the health monitoring system for effective and reliable damage detection of these complex structures. An innovative testbed was therefore established in a laboratory to allow researchers to recreate rational damage scenarios, apply different sensors and sensing networks, and test various damage detection algorithms. The design principles of the laboratory-based testbed are introduced. The paper will then outline the design and setup of a physical model for a long-span suspension bridge, which will consider various damage scenarios. Geometric measurements and modal tests were subsequently carried out to identify its geometric configuration and dynamic characteristics, respectively. The finite-element modeling of the physical bridge model was finally established using a commercial software package, which was followed by a finite-element model updating the use of the measured modal properties. This testbed, comprising of the delicate physical model and the updated finite-element model of a long-span suspension bridge, could solve a benchmark problem for the structural health monitoring of long-span suspension bridges.
publisherAmerican Society of Civil Engineers
titleTestbed for Structural Health Monitoring of Long-Span Suspension Bridges
typeJournal Paper
journal volume17
journal issue6
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000349
treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 006
contenttypeFulltext


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