Development of lateral displacement sensor for real‐time detection of structural damage

We have developed a novel sensor that enables us to measure the relative story displacement of a building structure in real time. This lateral displacement sensor (LDS) is composed of a light-emitting diode (LED) array, which is fixed on the ceiling, and a position-sensitive detector (PSD) unit, which is placed on the floor. We optimized the LDS to achieve high accuracy in lateral displacement measurement. The accuracy was evaluated to be 60 µm by conducting shaking table tests. Two LDSs were implemented in an actual building equipped with an active variable stiffness (AVS) system, and the building was vibrated with seismic waveforms by an exciter placed on the rooftop. The seismic displacement of the second floor relative to the first floor was measured using the LDS. Furthermore, the inclination angle of the second floor could be measured using the LDS during the seismic vibration. Using the AVS system, we realized the residual displacement of the second floor without inducing damage to the building, and succeeded in real-time residual displacement measurement for the first time. These results indicate that the LDS is useful for the health diagnosis of a building structure. © 2011 Institute of Electrical Engineers of Japan. Published by John Wiley & Sons, Inc.

[1]  N. G. Shrive,et al.  Intelligent structural health monitoring: a civil engineering perspective , 2005, 2005 IEEE International Conference on Systems, Man and Cybernetics.

[2]  Yukio Tamura,et al.  MEASUREMENT OF WIND-INDUCED RESPONSE OF BUILDINGS USING RTK-GPS AND INTEGRITY MONITORING , 2003 .

[3]  Jong-Jae Lee,et al.  A vision-based system for remote sensing of bridge displacement , 2006 .

[4]  Kai-Yuen Wong,et al.  Instrumentation and health monitoring of cable‐supported bridges , 2004 .

[5]  Sami F. Masri,et al.  Application of a Web-enabled real-time structural health monitoring system for civil infrastructure systems , 2004 .

[6]  Shuichi Shoji,et al.  An Experimental Study on Relative Displacement Sensing Using Phototransistor Array for Building Structures , 2010 .

[8]  Masaomi Teshigawara,et al.  A NEW ACCELERATION INTEGRATION METHOD TO DEVELOP A REAL-TIME RESIDUAL SEISMIC CAPACITY EVALUATION SYSTEM , 2003 .

[9]  Billie F. Spencer,et al.  Semiactive control strategy for smart base isolation utilizing absolute acceleration information , 2006 .

[10]  Y. Terada,et al.  New Structure of Two-Dimensional Position Sensitive Semiconductor Detector and Application , 1985, IEEE Transactions on Nuclear Science.

[11]  Takeshi Hiwatashi,et al.  SEMI-ACTIVE BASE-ISOLATION SYSTEM BY MR DAMPER UTILIZING OPTIMAL REGULATOR THEORY , 2003 .

[12]  Shuichi Shoji,et al.  Noncontact-type relative displacement monitoring system using position sensitive detector , 2010 .

[13]  Makoto Oshio,et al.  VISION-BASED MEASUREMENTS FOR SEISMIC DAMAGE MONITORING , 2004 .