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contributor authorWanrong Zhu
contributor authorLing Li
contributor authorMeng Gong
contributor authorYing-Hei Chui
contributor authorJianhui Zhou
date accessioned2022-01-31T23:49:40Z
date available2022-01-31T23:49:40Z
date issued7/1/2021
identifier other%28ASCE%29ST.1943-541X.0003046.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270421
description abstractThis study summarizes the moisture content (MC) monitoring results of two nail-laminated timber (NLT) bridge decks in New Brunswick, Canada. The MC monitoring systems were installed in the NLT decks of two newly built bridges, Clark Mill Pond and Shikatehawk No. 5, in New Brunswick, recording the MC through the electrical resistance (ER) method. The calibration test was conducted to correlate the ER values (Ω) and MC values (%). It was found that the MC values varied from 9.9% to 18.2% and 12.8% to 19.7% for Clark Mill Pond Bridge over 239 days and Shikatehawk No. 5 Bidge over 189 days, respectively. Based upon these MC monitoring data, the NLT deck surfaces could likely not be prone to rotting caused by biotic attack during the monitoring period.
publisherASCE
titleOn-Site Monitoring of the Moisture Content of Bridge Decks Made of Nail-Laminated Timbers
typeJournal Paper
journal volume147
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0003046
journal fristpage04721005-1
journal lastpage04721005-8
page8
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007
contenttypeFulltext


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