Full-field measurement with a digital image correlation analysis of a shake table test on a timber-framed structure filled with stones and earth

被引:30
作者
Sieffert, Y. [1 ,2 ]
Vieux-Champagne, F. [1 ,2 ,3 ]
Grange, S. [1 ,2 ]
Gamier, P. [3 ]
Duccini, J. C. [4 ]
Daudeville, L. [1 ,2 ]
机构
[1] Univ Grenoble Alpes, 3SR, F-38000 Grenoble, France
[2] CNRS, 3SR, F-38000 Grenoble, France
[3] Natl Sch Architecture Grenoble, AE&CC Res Unit, CRAterre, Grenoble, France
[4] FCBA French Technol Inst Forestry Cellulose Timbe, Bordeaux, France
关键词
Shake table; Digital image correlation; Seismic tests; Earthquake; Haiti; Traditional houses; Rural houses; Wood-frame structure; Stonework masonry; Earth mortar; SEISMIC RESISTANCE; BUILDINGS; BEHAVIOR; DISPLACEMENT; WALLS;
D O I
10.1016/j.engstruct.2016.06.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims at presenting a digital correlation technique to capture the full-field displacement thanks to a high-speed camera of a full scale structure tested on a shaking table. The challenges are both the measurements at a full scale to visualize damages versus the resolution of pictures and the dynamical loading that requires a large number of pictures. The final goal is a better understanding of the seismic behavior of timber-framed structures with infill to help at modeling such structures and predicting their seismic vulnerability. For this purpose, results of shake table tests carried out on a full-scale one-story timber-framed house filled with stones bonded by an earth based mortar are presented and discussed. DIC full-field measurements allow deriving displacements and accelerations on shear walls as well as lateral forces applied on them. The experimental results presented herein allow analyzing the influence of bracing and might be used to propose optimized aseismic constructions based on cheap technological solutions. These results demonstrate the seismic-resistant behavior of timber-framed structures with infill and constitute a key issue for the promotion of such constructions in developing countries. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:451 / 472
页数:22
相关论文
共 28 条
  • [1] Seismic Resistance Evaluation of Traditional Ottoman Timber-Frame Himis Houses: Frame Loadings and Material Tests
    Aktas, Yasemin Didem
    Akyuz, Ugurhan
    Turer, Ahmet
    Erdil, Baris
    Guchan, Neriman Sahin
    [J]. EARTHQUAKE SPECTRA, 2014, 30 (04) : 1711 - 1732
  • [2] In-Plane Behavior of the Dhajji-Dewari Structural System (Wooden Braced Frame with Masonry Infill)
    Ali, Qaisar
    Schacher, Tom
    Ashraf, Mohammad
    Alam, Bashir
    Naeem, Akhtar
    Ahmad, Naveed
    Umar, Muhammad
    [J]. EARTHQUAKE SPECTRA, 2012, 28 (03) : 835 - 858
  • [3] Ceccotti A, 13 WORLD C EARTHQ EN, P14
  • [4] Structural dynamic displacement vision system using digital image processing
    Choi, Hyoung-Suk
    Cheung, Jin-Hwan
    Kim, Sang-Hyo
    Ahn, Jin-Hee
    [J]. NDT & E INTERNATIONAL, 2011, 44 (07) : 597 - 608
  • [5] TRACKER: a Particle Image Tracking (PIT) Technique Dedicated to Nonsmooth Motions Involved in Granular Packings
    Combe, Gael
    Richefeu, Vincent
    [J]. POWDERS AND GRAINS 2013, 2013, 1542 : 461 - 464
  • [6] Traditional wooden buildings and their damages during earthquakes in Turkey
    Doganguen, Adem
    Tuluk, O. Iskender
    Livaoglu, Ramazan
    Acar, Ramazan
    [J]. ENGINEERING FAILURE ANALYSIS, 2006, 13 (06) : 981 - 996
  • [7] Performance of reinforced concrete buildings during the May 1, 2003 Bingol Earthquake in Turkey
    Dogangün, A
    [J]. ENGINEERING STRUCTURES, 2004, 26 (06) : 841 - 856
  • [8] Dutu A., 2015, Historical Earthquake-Resistant Timber Frames in the Mediterranean Area, P67
  • [9] Goodall C., 2011, CARBON COMMENTARY
  • [10] Evaluation of the quality of a speckle pattern in the digital image correlation method by mean subset fluctuation
    Hua, Tao
    Xie, Huimin
    Wang, Simon
    Hu, Zhenxing
    Chen, Pengwan
    Zhang, Qingming
    [J]. OPTICS AND LASER TECHNOLOGY, 2011, 43 (01) : 9 - 13