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- 저자 : Jin-ping Ou (검색결과 3 건)
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Stereovision-based Crack Width Detection Approach for Concrete Surface Assessment
Baohua Shan,Shijie Zheng,Jin-ping Ou 대한토목학회 2016 KSCE JOURNAL OF CIVIL ENGINEERING Vol.20 No.2
To quantitatively evaluate crack width of concrete structures surface, this paper presents a stereovision-based crack width detection method. Compared with the traditional visual inspection with single camera, this approach uses a pair of cameras to capture cracks images for recovering 3D coordinates of crack edge, and does not needs scale attached to concrete surface for converting measurement unit. A novel Canny-Zernike combination algorithm is utilized to obtain the image coordinates of crack edge in the left crack image, this combination algorithm can achieve 0.02 subpixel precision. The 3D coordinates of crack edge are acquired by projecting crack edge curve on concrete surface where cracks are located. The crack width is assessed by the minimum distance between two sides of crack edge. The detection tests are conducted on three concrete beams destroyed in static test, and the crack width of two inspection zones on each beam is acquired. Experimental results indicate that the stereovision-based crack width detection approach can accurately measure the crack width compared with the crack width gauge or the vernier calliper. This verifies the proposed method is applicable and useful for assessing the crack width of concrete surface.
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Active mass driver control system for suppressing wind-induced vibration of the Canton Tower
Huai-bing Xu,Jin-ping Ou,Chun-wei Zhang,Hui Li,Ping Tan,Fu-lin Zhou 국제구조공학회 2014 Smart Structures and Systems, An International Jou Vol.13 No.2
In order to suppress the wind-induced vibrations of the Canton Tower, a pair of active mass river (AMD) systems has been installed on the top of the main structure. The structural principal directions n which the bending modes of the structure are uncoupled are proposed and verified based on the rthogonal projection approach. For the vibration control design in the principal X direction, the simplified odel of the structure is developed based on the finite element model and modified according to the field measurements under wind excitations. The AMD system driven by permanent magnet synchronous linear otors are adopted. The dynamical models of the AMD subsystems are determined according to the pen-loop test results by using nonlinear least square fitting method. The continuous variable gain feedback VGF) control strategy is adopted to make the AMD system adaptive to the variation in the intensity of wind excitations. Finally, the field tests of free vibration control are carried out. The field test results of AMD control show that the damping ratio of the first vibration mode increases up to 11 times of the original value without control.
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Active mass driver control system for suppressing wind-induced vibration of the Canton Tower
Xu, Huai-Bing,Zhang, Chun-Wei,Li, Hui,Tan, Ping,Ou, Jin-Ping,Zhou, Fu-Lin Techno-Press 2014 Smart Structures and Systems, An International Jou Vol.13 No.2
In order to suppress the wind-induced vibrations of the Canton Tower, a pair of active mass driver (AMD) systems has been installed on the top of the main structure. The structural principal directions in which the bending modes of the structure are uncoupled are proposed and verified based on the orthogonal projection approach. For the vibration control design in the principal X direction, the simplified model of the structure is developed based on the finite element model and modified according to the field measurements under wind excitations. The AMD system driven by permanent magnet synchronous linear motors are adopted. The dynamical models of the AMD subsystems are determined according to the open-loop test results by using nonlinear least square fitting method. The continuous variable gain feedback (VGF) control strategy is adopted to make the AMD system adaptive to the variation in the intensity of wind excitations. Finally, the field tests of free vibration control are carried out. The field test results of AMD control show that the damping ratio of the first vibration mode increases up to 11 times of the original value without control.
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