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    Full-Scale Shake Table Test Damage Data Collection Using Terrestrial Laser-Scanning Techniques

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003::page 04020356-1
    Author:
    Mohammad Aghababaei
    ,
    Christian Okamoto
    ,
    Maria Koliou
    ,
    Takuya Nagae
    ,
    Chris P. Pantelides
    ,
    Keri L. Ryan
    ,
    Andre R. Barbosa
    ,
    Shiling Pei
    ,
    John W. van de Lindt
    ,
    Shideh Dashti
    DOI: 10.1061/(ASCE)ST.1943-541X.0002905
    Publisher: ASCE
    Abstract: This paper presents the use of modern survey techniques, particularly light detection and ranging (LiDAR) scanning, to collect time-sensitive information before and after shake table experiments. Two full-scale, three-story residential buildings were tested simultaneously on the largest shake table in the world. The focus of this study is on the use of LiDAR to document observations during these tests. The challenges experienced during this study prompted the development of a formalized survey procedure using LiDAR scanning techniques, which can be used by other researchers when planning to collect such time-sensitive data from similar experimental programs. In this paper, damage assessment through visual inspection, which is commonly performed during full-scale tests, is compared to postexperiment assessments using postprocessed LiDAR-derived point clouds. Various examples of damage to structural and nonstructural components, including columns, bracing, partition walls, and façades, are illustrated through postshaking visual inspections as well as LiDAR-derived point clouds. The feasibility of making accurate measurements using LiDAR point clouds, and automatically detecting damage using the point-to-point cloud comparison, is presented. Finally, the relationship between observations through traditional instruments (e.g., accelerometers and laser meters) and LiDAR is discussed. In one example, the measurements from eight laser meters around the buildings are used to validate the measurements obtained using LiDAR point clouds. It is concluded that observations through LiDAR are complementary to those from traditional instruments, while permanent/residual displacements after the tests can be measured from both traditional and modern instruments.
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      Full-Scale Shake Table Test Damage Data Collection Using Terrestrial Laser-Scanning Techniques

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270288
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    contributor authorMohammad Aghababaei
    contributor authorChristian Okamoto
    contributor authorMaria Koliou
    contributor authorTakuya Nagae
    contributor authorChris P. Pantelides
    contributor authorKeri L. Ryan
    contributor authorAndre R. Barbosa
    contributor authorShiling Pei
    contributor authorJohn W. van de Lindt
    contributor authorShideh Dashti
    date accessioned2022-01-31T23:45:01Z
    date available2022-01-31T23:45:01Z
    date issued3/1/2021
    identifier other%28ASCE%29ST.1943-541X.0002905.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270288
    description abstractThis paper presents the use of modern survey techniques, particularly light detection and ranging (LiDAR) scanning, to collect time-sensitive information before and after shake table experiments. Two full-scale, three-story residential buildings were tested simultaneously on the largest shake table in the world. The focus of this study is on the use of LiDAR to document observations during these tests. The challenges experienced during this study prompted the development of a formalized survey procedure using LiDAR scanning techniques, which can be used by other researchers when planning to collect such time-sensitive data from similar experimental programs. In this paper, damage assessment through visual inspection, which is commonly performed during full-scale tests, is compared to postexperiment assessments using postprocessed LiDAR-derived point clouds. Various examples of damage to structural and nonstructural components, including columns, bracing, partition walls, and façades, are illustrated through postshaking visual inspections as well as LiDAR-derived point clouds. The feasibility of making accurate measurements using LiDAR point clouds, and automatically detecting damage using the point-to-point cloud comparison, is presented. Finally, the relationship between observations through traditional instruments (e.g., accelerometers and laser meters) and LiDAR is discussed. In one example, the measurements from eight laser meters around the buildings are used to validate the measurements obtained using LiDAR point clouds. It is concluded that observations through LiDAR are complementary to those from traditional instruments, while permanent/residual displacements after the tests can be measured from both traditional and modern instruments.
    publisherASCE
    titleFull-Scale Shake Table Test Damage Data Collection Using Terrestrial Laser-Scanning Techniques
    typeJournal Paper
    journal volume147
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002905
    journal fristpage04020356-1
    journal lastpage04020356-19
    page19
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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