|Table of Contents|

Application of LiDAR Technology in Deformation Analysis of Yingxian Wooden Pagoda(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2020年02期
Page:
109-117
Research Field:
Publishing date:

Info

Title:
Application of LiDAR Technology in Deformation Analysis of Yingxian Wooden Pagoda
Author(s):
GUO Ming1234 YAN Bing-nan1 ZHOU Teng-fei1 CHEN Zhao-yang2 ZHANG Chen1 LIU Yun-ming5
(1. School of Geomatics and Urban Spatial Informatics, Beijing University of Civil Engineering and Architecture, Beijing 102616, China; 2. Engineering Research Center of Representative Building and Architectural Heritage Database of Ministry of Education,
Keywords:
Yingxian wooden pagoda deformation analysis LiDAR scanning point clouds model
PACS:
TU196
DOI:
10.19815/j.jace.2019.03061
Abstract:
In order to protect Yingxian wooden pagoda better, it is necessary to analyze the degree of deformation and understand the health status, so as to formulate a scientific protection program. The monitoring data was collected by the combination of lidar scanning and total station control measurement by using ground lidar, high-precision total station and other measuring sensors. Firstly, the collected point clouds data was preprocessed, and the external point clouds were registered by the overall registration method. The internal point clouds performed two registrations of coarse registration through feature and fine registration by the iterative closest point(ICP)algorithm, which were the main data of deformation analysis and required high accuracy. After registration, the coordinate transformation between internal and external point clouds was carried out according to control points. The space transformation parameters were solved by Rodrigues matrix and finally the overall point clouds model in absolute coordinate system was obtained. The point clouds model was cut in various ways to measure the deviation angles and distances of columns and the inclination angles of whole pagoda. Then the deformations of the single column, single layer and the whole pagoda were quantitatively analyzed. The results show that all the columns of Yingxian wooden pagoda are deformed, the second layer of Yingxian wooden tower has a large deformation, of which the M2W23 column has the most serious inclination. Each layer inclines to the northeast in varying degrees, the inclination degree of the southwest columns is generally large. On the whole, the wooden pagoda inclines to the northeast with complex torsional deformation, the west side is turned clockwise from the south to the north, but the east side is turned counterclockwise from the south to the north. In brief, Yingxian wooden pagoda is undergoing serious deformation, which urgently needs protection.

References:

[1] 徐 燊,李子剑,刘 鲁.高效的建筑动态建模方法研究——在应县木塔三维复原中的应用与分析[J].华中建筑,2003,21(1):54-57.
XU Shen,LI Zi-jian,LIU Lu.Research on Efficient Dynamic Modeling Approach in Architecture — Application and Analysis in Three-dimension Recovery of Yingxian Tower[J].Huazhong Architecture,2003,21(1):54-57.
[2]杜雷鸣,李海旺,薛 飞,等.应县木塔抗震性能研究[J].土木工程学报,2010,43(增1):363-370.
DU Lei-ming,LI Hai-wang,XUE Fei,et al.The Study of Seismic Behaviors of Yingxian Wooden Pagoda[J].China Civil Engineering Journal,2010,43(S1):363-370.
[3]薛建阳,张雨森.应县木塔结构变形现状及分析[J].建筑科学与工程学报,2019,36(1):32-40.
XUE Jian-yang,ZHANG Yu-sen.Present Structural Deformations and Analysis of Yingxian Wooden Pagoda[J].Journal of Architecture and Civil Engineering,2019,36(1):32-40.
[4]陈 特,于林波.应县木塔的稳定性评估[J].水利与建筑工程学报,2013,11(5):102-106.
CHEN Te,YU Lin-bo.Appraisal on Stability of Yingxian Wooden Tower[J].Journal of Water Resources and Architectural Engineering,2013,11(5):102-106.
[5]陈 平,李良君,陈厚飞,等.应县木塔二层明层有限元分析及纠偏方案探讨[J].建筑结构,2011,41(增1):1490-1493.
CHEN Ping,LI Liang-jun,CHEN Hou-fei,et al.Finite Element Analysis and Correcting Program of Yingxian Wooden Tower's Second Floor[J].Building Structure,2011,41(S1):1490-1493.
[6]陈志勇,祝恩淳,潘景龙.应县木塔精细化结构建模及水平受力性能分析[J].建筑结构学报,2013,34(9):150-158.
CHEN Zhi-yong,ZHU En-chun,PAN Jing-long.Lateral Structural Performance of Yingxian Wood Pagoda Based on Refined FE Models[J].Journal of Building Structures,2013,34(9):150-158.
[7]隋 坤,郭文生,陈国顺.用工程测量方法研究应县木塔损坏的原因[J].山西地震,1998(3/4):50-53.
SUI Kun,GUO Wen-sheng,CHEN Guo-shun.Study on Damage Cause of Yingxian Wooden Tower by Method of Engineering Surveying[J].Earthquake Research in Shanxi,1998(3/4):50-53.
[8]陈厚飞.应县木塔柱网变形及稳定分析[D].西安:西安建筑科技大学,2010.
CHEN Hou-fei.The Deformation of Column Grid and the Stability Analysis for the Yingxian Tower[D].Xi'an:Xi'an University of Architecture and Technology,2010.
[9]丁延辉,高清林.三维激光扫描技术在古建筑保护中的应用[J].北京测绘,2017(增2):63-67.
DING Yan-hui,GAO Qing-lin.The Application of 3D Laser Scanning Technology in Ancient Architecture Protection[J].Beijing Surveying and Mapping,2017(S2):63-67.
[10]URAY F,METIN A,VARLIK A.3D Architectural Surveying of Diyarbakir Wall's Ulu Beden Tower with Terrestrial Laser Scanner[J] Procedia Earth and Planetary Science,2015,15:73-78.
[11]CANUTO M A,ESTRADA-BELLI F,GARRISON T G,et al.Ancient Lowland Maya Complexity as Revealed by Airborne Laser Scanning of Northern Guatemala[J].Science,2018,361(6409):eaau0137.
[12]高 超,王国利,李 群,等.基于多源数据的古塔三维精细化建模[J].工程勘察,2018(4):36-40.
GAO Chao,WANG Guo-li,LI Qun,et al.Precise 3D Reconstruction of Ancient Pogoda Based on Multi-source Data[J].Geotechnical Investigation & Surveying,2018(4):36-40.
[13]苏超威.应县木塔安全监测及数据分析方法研究[D].北京:北京建筑大学,2017.
SU Chao-wei.Study on Safe Monitoring and Data Analysis Method of Yingxian Wood Pagoda[D].Beijing:Beijing University of Civil Engineering and Architecture,2017.
[14]吴桂凯,王国利.基于地面激光点云的建构筑物施工监测与质量检测技术综述[J].工程勘察,2017(7):39-45.
WU Gui-kai,WANG Guo-li.Review of Construction Monitoring and Quality Testing Technology Based on Terrestrial Laser Point Clouds[J].Geotechnical Investigation & Surveying,2017(7):39-45.
[15]王国利.地面激光雷达距离影像配准研究[D].北京:北京建筑大学,2006.
WANG Guo-li.Research on Registration of Ground Lidar Range Image[D].Beijing:Beijing University of Civil Engineering and Architecture,2006.
[16]郭 明,潘 登,赵有山,等.激光雷达技术与结构分析方法[M].北京:测绘出版社,2017.
GUO Ming,PAN Deng,ZHAO You-shan,et al.LiDAR Technology and Structure Analysis Method[M].Beijing:Surveying and Mapping Press,2017
[17]王国利,王晏民,石宏斌.地面激光点云模型构建原理[M].北京:测绘出版社,2017.
WANG Guo-li,WANG Yan-min,SHI Hong-bin.Constructing Theory of Terrestrial LiDAR Point Cloud Model[M].Beijing:Surveying and Mapping Press,2017.
[18]王晏民,黄 明,王国利,等.地面激光雷达与摄影测量三维重建[M].北京:科学出版社,2018.
WANG Yan-min,HUANG Ming,WANG Guo-li.et al.Terrestrial LiDAR and 3D Reconstruction of Photogrammetric[M].Beijing:Science Press,2018.
[19]刘志超,顾广杰.多站激光扫描点云配准算法研究[J].海洋测绘,2018,38(5):36-40.
LIU Zhi-chao,GU Guang-jie.Research on Point Clouds Registration Algorithm by Multiple Scans[J].Hydrographic Surveying and Charting,2018,38(5):36-40.
[20]朱明月.地面三维激光扫描数据配准方法研究[D].西安:长安大学,2017.
ZHU Ming-yue.Research on Data Registration Method of Terrestrial 3D Laser Scanning[D].Xi'an:Chang'an University,2017.
[21]纪 超,丁克良,张春禄,等.基于罗德里格矩阵的整体最小二乘三维坐标转换模型[J].北京测绘,2016(4):1-5.
JI Chao,DING Ke-liang,ZHANG Chun-lu,et al.Algorithm of Total Least Squares in Coordinate Transformation Based on Rodrigues Matrix[J].Beijing Surveying and Mapping,2016(4):1-5.
[22]王国利,吴桂凯,王晏民,等.多源数据古塔变形监测研究[J].地球信息科学学报,2018,20(4):496-504.
WANG Guo-li,WU Gui-kai,WANG Yan-min,et al.Deformation Monitoring of Ancient Pagoda with Multi-source Data[J].Journal of Geo-Information Science,2018,20(4):496-504.

Memo

Memo:
-
Last Update: 2020-04-21