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contributor authorYang Deng
contributor authorYange Jia
contributor authorYuhang Li
contributor authorAiqun Li
date accessioned2022-08-18T12:09:27Z
date available2022-08-18T12:09:27Z
date issued2022/07/13
identifier other%28ASCE%29CF.1943-5509.0001752.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286103
description abstractStone arch bridges are symbols of a shared civil engineering heritage worldwide, but they suffer from damage caused by various natural disasters that have occurred during their long service. The basis of ancient bridge preservation is the current situation assessment. This study proposes a structural parameter identification method for stone arch bridges via three-dimensional (3D) laser scanning. An automatic algorithm of arch axis extraction from massive point cloud data is developed and applied to the 800-year-old Lugou Bridge (LGB) in Beijing, and its structural parameters are identified from the extracted arch axis. The results reveal that the LGB’s arch axis is close to the arc curve. The axis extraction is accurate and the identification method is reliable, when compared to field measurement. The relative deformation between the upstream and downstream sides of each arch and the relative deviations of the clear rise and span between two longitudinally symmetric arches are manifestly large. This study extends the current identification methods for bridge heritage based on a 3D point cloud and provides a useful basis upon which to protect ancient arch bridges.
publisherASCE
titleStructural Parameter Identification of Ancient Stone Arch Bridge via Three-Dimensional Laser Ranger Scanning
typeJournal Article
journal volume36
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001752
journal fristpage04022041
journal lastpage04022041-10
page10
treeJournal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 005
contenttypeFulltext


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