Biomechanically influenced mobile and participatory pedestrian data for bridge monitoring

被引:18
作者
Ozer, Ekin [1 ]
Feng, Maria Q. [1 ]
机构
[1] Columbia Univ, Civil Engn & Engn Mech, 500 W 120th St,610 Mudd, New York, NY 10027 USA
关键词
Structural health monitoring; mobile sensing; modal identification; biomechanical systems; transfer functions; force identification; smartphone sensors; pedestrian bridges; WIRELESS SENSOR NETWORK; HUMAN-BODY; MECHANICAL IMPEDANCE; VERTICAL VIBRATION; CITIZEN-SENSORS; APPARENT MASS; HUMAN POSTURE; MODEL; IDENTIFICATION; ACCELEROMETER;
D O I
10.1177/1550147717705240
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Future structural health monitoring systems are evolving toward crowdsourced, autonomous, sustainable forms based on which damage-indicative structural features can be identified. Unlike conventional sensor systems, they serve as non-stationary, mobile, and distributed sensor network components. For example, smartphone sensors carried by pedestrians decouple from the structure of interest, making it difficult to measure structural vibration. Taking bridges as instances, smartphone sensor data contain not only the bridge vibration but also the pedestrians' biomechanical features. In this article, pedestrians' smartphone data are used to conduct force estimation and modal identification for structural health monitoring purposes. Two major pedestrian activities, walking and standing, are adopted to estimate walk-induced forces on structures and identify modal parameters, respectively. First, vibration time history of a walking pedestrian combined with pedestrian weight is a measure of dynamic forces imposed on the structure. Second, standing pedestrian's smartphone sensors provide spectral peaks which are mixtures of structural and biomechanical vibrations. Eliminating biomechanical content reveals structural modal properties which are sensitive to structural integrity. This study presents the first structural health monitoring application recruiting pedestrians in a testbed bridge monitoring example. Orchestrating pervasive and participatory pedestrian data might bring new frontiers to structural health monitoring through a smart, mobile, and urban sensing framework.
引用
收藏
页数:16
相关论文
共 71 条
[51]   Synthesizing spatiotemporally sparse smartphone sensor data for bridge modal identification [J].
Ozer, Ekin ;
Feng, Maria Q. .
SMART MATERIALS AND STRUCTURES, 2016, 25 (08)
[52]   Citizen Sensors for SHM: Towards a Crowdsourcing Platform [J].
Ozer, Ekin ;
Feng, Maria Q. ;
Feng, Dongming .
SENSORS, 2015, 15 (06) :14591-14614
[53]   SHM-integrated bridge reliability estimation using multivariate stochastic processes [J].
Ozer, Ekin ;
Feng, Maria Q. ;
Soyoz, Serdar .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (04) :601-618
[54]   Vibration-Based Damage Detection and Seismic Performance Assessment of Bridges [J].
Ozer, Ekin ;
Soyoz, Serdar .
EARTHQUAKE SPECTRA, 2015, 31 (01) :137-157
[55]   Recent trend in wireless sensor network and its applications: a survey [J].
Prasad, Poonam .
SENSOR REVIEW, 2015, 35 (02) :229-236
[56]   THE EFFECTS OF VERTICAL AND HORIZONTAL VIBRATIONS ON THE HUMAN-BODY [J].
QASSEM, W ;
OTHMAN, MO ;
ABDULMAJEED, S .
MEDICAL ENGINEERING & PHYSICS, 1994, 16 (02) :151-161
[57]   Experimental identification and analytical modelling of human walking forces: Literature review [J].
Racic, V. ;
Pavic, A. ;
Brownjohn, J. M. W. .
JOURNAL OF SOUND AND VIBRATION, 2009, 326 (1-2) :1-49
[58]   Control of pedestrian-induced vibrations of long-span bridges [J].
Reiterer, M. ;
Ziegler, F. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2006, 13 (06) :1003-1027
[59]   Modal description -: A better way of characterizing human vibration behavior [J].
Ruetzel, Sebastian ;
Hinz, Barbara ;
Woelfel, Horst Peter .
JOURNAL OF SOUND AND VIBRATION, 2006, 298 (03) :810-823
[60]   Long-Term Monitoring and Identification of Bridge Structural Parameters [J].
Soyoz, Serdar ;
Feng, Maria Q. .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2009, 24 (02) :82-92