Dynamic plastic hinge rotation measurement for RC columns under seismic loads using MEMS inclinometers.

Plastic hinge rotation is an efficient and essential response parameter for post-disaster damage assessment on RC structures. In this paper, a micro-electronic mechanical system (MEMS) inclinometer-based approach is developed to dynamically measure the plastic hinge rotation of RC columns under earthquake loads. The plastic hinge rotation is regarded as the relative angle of rotation, measured by inclinometers, between cross-sections such that influence from the absolute rotation of floors can be eliminated. Meanwhile, since the inclinometers are densely installed near the bottom, translational acceleration-induced error can be compensated by subtracting the lowest sensor's output from others'. However, issues caused by rotational and translational vibration are considered as the major challenges in real applications. The contribution of external vibration to the sensor's overall output is revealed via analysis on a simplified inclinometer model. A numerical study utilizing typical RC column's deformation characteristics and dimensions is conducted to analyze the influence of major factors: vibrational frequency, sensor position and damage extent. A method for static and dynamic inclinometer calibration is presented. The related calibration experiments are carried out to quantify the sensor's sensitivity as well as the relationship between rotational frequency and error. The calibration method is validated with a set of vibration tests that use three seismic waves as input. Finally, performance of the proposed approach in full scale structures is investigated through a shake table test. • Translational vibration's influence can be eliminated by subtracting the bottom inclinometer's output. • A calibration method for rotational vibration-induced error is presented and validated. • More plastic hinge damage improves measurement accuracy due to more rotation's contribution to sensor output. [ABSTRACT FROM AUTHOR]