Lin Tzu-Hsuan, Lu Yung-Chi, Hung Shih-Lin
Sinotech Engineering Consultants, Inc., No. 280, Xinhu 2nd Road, Neihu Distict, Taipei 11494, Taiwan.
Department of Civil Engineering, National Chiao Tung University, 1001 Ta Hsueh Road, Hsinchu 300, Taiwan.
ScientificWorldJournal. 2014 Jan 6;2014:729027. doi: 10.1155/2014/729027. eCollection 2014.
This study developed an integrated global-local approach for locating damage on building structures. A damage detection approach with a novel embedded frequency response function damage index (NEFDI) was proposed and embedded in the Imote2.NET-based wireless structural health monitoring (SHM) system to locate global damage. Local damage is then identified using an electromechanical impedance- (EMI-) based damage detection method. The electromechanical impedance was measured using a single-chip impedance measurement device which has the advantages of small size, low cost, and portability. The feasibility of the proposed damage detection scheme was studied with reference to a numerical example of a six-storey shear plane frame structure and a small-scale experimental steel frame. Numerical and experimental analysis using the integrated global-local SHM approach reveals that, after NEFDI indicates the approximate location of a damaged area, the EMI-based damage detection approach can then identify the detailed damage location in the structure of the building.
本研究开发了一种用于确定建筑结构损伤位置的全局-局部综合方法。提出了一种具有新型嵌入式频率响应函数损伤指数(NEFDI)的损伤检测方法,并将其嵌入基于Imote2.NET的无线结构健康监测(SHM)系统中以确定全局损伤。然后使用基于机电阻抗(EMI)的损伤检测方法识别局部损伤。使用具有体积小、成本低和便携性优点的单芯片阻抗测量装置测量机电阻抗。参考一个六层剪切平面框架结构的数值示例和一个小型实验钢框架,研究了所提出的损伤检测方案的可行性。使用全局-局部综合结构健康监测方法进行的数值和实验分析表明,在NEFDI指示出受损区域的大致位置后,基于EMI的损伤检测方法随后可以识别建筑物结构中的详细损伤位置。