2017
DOI: 10.2737/fpl-rn-349
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Nondestructive assessment of wood members from a historic viewing tower

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Cited by 3 publications
(3 citation statements)
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“…In addition, some damaged wooden elements due to fire were identified as well as some completely defective parts [42]. In 2015, Ross et al conducted a nondestructive evaluation of a scenic tower (also known as Eagle Tower) located in Peninsula State Park, Wisconsin, USA [43]. This evaluation adopted a combination method of visual inspection, a stress wave transmission velocity method, and Resistograph, which revealed that the tower's key support components were seriously damaged and that many of the elements severely deteriorated [43].…”
Section: Introductionmentioning
confidence: 99%
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“…In addition, some damaged wooden elements due to fire were identified as well as some completely defective parts [42]. In 2015, Ross et al conducted a nondestructive evaluation of a scenic tower (also known as Eagle Tower) located in Peninsula State Park, Wisconsin, USA [43]. This evaluation adopted a combination method of visual inspection, a stress wave transmission velocity method, and Resistograph, which revealed that the tower's key support components were seriously damaged and that many of the elements severely deteriorated [43].…”
Section: Introductionmentioning
confidence: 99%
“…In 2015, Ross et al conducted a nondestructive evaluation of a scenic tower (also known as Eagle Tower) located in Peninsula State Park, Wisconsin, USA [43]. This evaluation adopted a combination method of visual inspection, a stress wave transmission velocity method, and Resistograph, which revealed that the tower's key support components were seriously damaged and that many of the elements severely deteriorated [43]. In 2018, a wooden tower in Pottawatomie State Park, Wisconsin, which has a similar structure and history with the Eagle Tower, required urgent quality evaluation due to visible cracks.…”
Section: Introductionmentioning
confidence: 99%
“…One of the main application areas for DR measurements is the detection of internal defects, decay, insect damage, hidden parts or the evaluation of wood properties in timber structures (Kappel and Mattheck 2003;Rinn 2012;Imposa et al 2014;Li et al 2019;Wang et al 2019). Drilling resistance measurements were applied for utility poles inspection (Gezer et al 2015;Reinprecht and Šupina 2015;Sharapov et al 2020a) and assessment of structural conditions of wooden bridges as well as historical and modern constructions and buildings (Imposa et al 2014;Brashaw et al 2015;Nowak et al 2016;Frontini 2017;Branco et al 2017;Ross et al 2018;Verbist et al 2019).…”
Section: Introductionmentioning
confidence: 99%