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contributor authorMagued Iskander
contributor authorWalid Aboumoussa
contributor authorPierre Gouvin
date accessioned2017-05-08T21:14:57Z
date available2017-05-08T21:14:57Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290887-3828%282001%2915%3A3%28115%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44251
description abstractAn instrumentation program was undertaken to monitor the movements of a multistory underground parking structure exhibiting signs of large deformation and severe structural distress including the failure of a column. The structure is a four-story reinforced concrete building with a rectangular footprint measuring 52.42 × 71.32 m. The building's structural system consists of reinforced concrete waffle slabs resting on rectangular reinforced concrete columns. The instrumentation plan included the installation of eight vibrating-wire displacement transducers to monitor displacements and 24 electrolytic tiltmeters to monitor inclinations. The instrument data was recorded hourly and read via a remote site modem connected to a datalogger. This paper describes the instrumentation program and the procedures associated with the installation of the instruments. A summary and a brief interpretation of typical measurements are presented, along with a discussion of lessons learned and recommendations for similar projects.
publisherAmerican Society of Civil Engineers
titleInstrumentation and Monitoring of a Distressed Multistory Underground Parking Garage
typeJournal Paper
journal volume15
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2001)15:3(115)
treeJournal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 003
contenttypeFulltext


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