首页|Automated framework for monitoring building structures through derivation of lateral stiffness using marker-free vision-based displacement sensor
Automated framework for monitoring building structures through derivation of lateral stiffness using marker-free vision-based displacement sensor
扫码查看
点击上方二维码区域，可以放大扫码查看
原文链接
NSTL
Elsevier
Vision-based displacement sensors (VDSs) are drawing attention as next-generation methods for monitoring buildings due to easy installation, however, there is a further need to develop integrated techniques both to obtain displacement at desired positions and to assess dynamic characteristics with high-precision. This study aimed to develop an automated framework to assess the dynamic characteristics of buildings through the derivation of lateral stiffness using a marker-free vision-based displacement sensor (MVDS). The MVDS utilizes image convex hull optimization to measure displacement at user-defined positions without ancillary markers. Then, the dynamic characteristics were estimated from eigenvalue analysis by reconstructing the equation of motion based on lateral stiffness derived through linear regression in load-displacement curves using the measured displacement data. From numerical simulation and shake table test, the results showed that the proposed framework enables monitoring of the dynamic characteristics where frequency domain exceeded the Nyquist frequency of the sensor compared to FFT-based analysis.
NSTL
Elsevier
