FEM modeling of structures based on close range digital photogrammetry

被引：50

作者：

Armesto, Julia ^{[1
]}

Lubowiecka, Izabela ^{[2
]}

Ordonez, Celestino ^{[1
]}

Rial, Fernando I. ^{[1
]}

机构：

[1] Univ Vigo, Dept Nat Resources & Environm Engn, Vigo 36200, Spain

[2] Gdansk Univ Technol, Dept Struct Mech & Bridges, Fac Civil & Environm Engn, PL-80952 Gdansk, Poland

来源：

AUTOMATION IN CONSTRUCTION | 2009年 / 18卷 / 05期

关键词：

Structural damage; Finite Element Method; Photogrammetry; Historic structures; 3D; BUILDINGS; BRIDGE; TIMBER;

D O I：

10.1016/j.autcon.2008.11.006

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The aim of this paper is to present a methodology for the evaluation of historic timber structures, based on numerical modeling coupled with on site measurements. A method to measure the geometry of structural elements of a timber roof using a photogrammetric modeling procedure is described. In particular, we show the utility of photogrammetric based models when applied to structural analysis by directly introducing 3D geometry files in the preprocessing module of computational software based on the Finite Element Method. The 2D and 3D FEM models of the roof are considered to compare the simple and more complex modeling, and static and dynamic analyses are performed. Both models are prepared using the photogrammetric data. (C) 2008 Elsevier B.V. All rights reserved.

引用

页码：559 / 569

页数：11

共 33 条

[1] Towards building information modelling for existing structures [J].

Arayici, Yusuf .

Structural Survey, 2008, 26 (03) :210-222

[2] Digital photogrammetry, GPR and computational analysis of structural damages in a mediaeval bridge [J].

Arias, P. ;

Armesto, J. ;

Di-Capua, D. ;

Gonzalez-Drigo, R. ;

Lorenzo, H. ;

Perez-Gracia, V. .

ENGINEERING FAILURE ANALYSIS, 2007, 14 (08) :1444-1457

[3] Low-cost documentation of traditional agro-industrial buildings by close-range photogrammetry [J].

Arias, P. ;

Ordonez, C. ;

Lorenzo, H. ;

Herraez, J. ;

Armesto, J. .

BUILDING AND ENVIRONMENT, 2007, 42 (04) :1817-1827

[4]

ARIAS P, 2006, P ISPRS 5 S 25 27 SE

[5] 3D Modeling and section properties of ancient irregular timber structures by means of digital Photogrammetry [J].

Arias, Pedro ;

Caamano, J. Carlos ;

Lorenzo, Henrique ;

Armesto, Julia .

COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2007, 22 (08) :597-611

[6]

CANTRE S, 2008, GEOTECHNIK, V31, P23

[7] Flexible videogrammetric technique for three-dimensional structural vibration measurement [J].

Chang, C. C. ;

Ji, Y. F. .

JOURNAL OF ENGINEERING MECHANICS, 2007, 133 (06) :656-664

[8] The reduction in errors associated with ultrasonic non-destructive testing of timber arising from differential pressure on and movement of transducers [J].

Chapman, M. J. ;

Norton, B. ;

Taylor, J. McA. ;

Lavery, D. J. .

CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (09) :841-848

[9] Shaping polyhedral buildings by the fusion of vector maps and lidar point clouds [J].

Chen, Liang-Chien ;

Teo, Tee-Ann ;

Kuo, Chih-Yi ;

Rau, Jiann-Yeou .

PHOTOGRAMMETRIC ENGINEERING AND REMOTE SENSING, 2008, 74 (09) :1147-1157

[10]

COINTE A, 2006, STRUCT SAF, V29, P337

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