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contributor authorWalid Aboumoussa
contributor authorMagued Iskander
date accessioned2017-05-08T21:17:35Z
date available2017-05-08T21:17:35Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290899-1561%282003%2915%3A6%28545%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45892
description abstractAn expansion joint in a concrete structure was instrumented and monitored for a period of one year. The structure is an open four-story car park, measuring 90 m (295.4 ft) in length and 71.62 m (235 ft) in width. It is a reinforced-concrete waffle-slab floor system with rectangular columns. The joint was instrumented using four vibrating-wire displacement transducers with integrated temperature sensors. Transducer measurements were recorded hourly. A description of the instrumentation and monitoring results of the expansion joint are presented, including annual, seasonal, and daily ranges of movements and the corresponding values of the apparent coefficient of thermal expansion (ACTE) of the constructed structure in service. In general, it was found that values of the annual ACTE of the joint ranged between 0.000586% per
publisherAmerican Society of Civil Engineers
titleThermal Movements in Concrete: Case Study of Multistory Underground Car Park
typeJournal Paper
journal volume15
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2003)15:6(545)
treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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