Low cost bridge load test: Calculating bridge displacement from acceleration for load assessment calculations

被引:70
作者
Hester, David [1 ]
Brownjohn, James [2 ]
Bocian, Mateusz [3 ]
Xu, Yan [2 ]
机构
[1] Queens Univ Belfast, Dept Civil Engn, Belfast, Antrim, North Ireland
[2] Univ Exeter, Vibrat Engn Sect, Exeter, Devon, England
[3] Univ Leicester, Dept Engn, Leicester, Leics, England
关键词
Bridge; Load test; Bridge acceleration; Displacement monitoring; DEFLECTIONS; FREQUENCIES; ERRORS;
D O I
10.1016/j.engstruct.2017.04.021
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bridge failure to pass load capacity assessment is unfortunately not an uncommon problem in bridge engineering and it is a potentially expensive problem for the bridge owner. Using load test data to justify increase in assessed load capacity is recognised as a viable approach in professional codes of practice. However, load tests are rarely carried out in practice because traditionally they are expensive to conduct and may not always justify an increase in assessed load capacity. Therefore this paper proposes a simple, quick and reliable approach for bridge load testing. In particular a procedure to calculate the bridge displacement to a moving truck by double integration of bridge acceleration is presented. Integrating acceleration to calculate displacement is not a new approach, with authors reporting difficulties due to errors in acceleration signals and unknown initial conditions. Many of the previous approaches have focused on developing signal processing algorithms to correct for the signal errors and while some good results have been reported, typically the derived displacements are very sensitive to parameters used in the correction algorithm, such as passband filter frequencies. Consequently, without comparison with directly measured displacement data, reliability of the procedure cannot be established and errors quantified. Therefore in this study a stripped down procedure is applied placing emphasis instead on minimising the errors in the recorded acceleration by using appropriate hardware and developing a quality control procedure that allows the user to assess the likely accuracy of the calculated displacement signal. The effectiveness of the proposed approach is trialled in the laboratory and in the field, with an accuracy of 0.5 mm observed. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:358 / 374
页数:17
相关论文
共 31 条
[1]  
Boore DM, 2001, B SEISMOL SOC AM, V91, P1199, DOI 10.1785/0120000703
[2]   Effect of causal and acausal filters on elastic and inelastic response spectra [J].
Boore, DM ;
Akkar, S .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2003, 32 (11) :1729-1748
[3]   Vibration control of ultra-sensitive facilities [J].
Brownjohn, J. ;
Pavic, A. .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2006, 159 (05) :295-306
[4]   Operational deformations in long-span bridges [J].
Brownjohn, James M. W. ;
Koo, Ki-Young ;
Scullion, Andrew ;
List, David .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2015, 11 (04) :556-574
[5]  
Faulkner BC, 1996, 97R5 VTRC
[6]   A state-space approach for deriving bridge displacement from acceleration [J].
Gindy, Mayrai ;
Vaccaro, Richard ;
Nassif, Hani ;
Velde, Jana .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2008, 23 (04) :281-290
[7]   Bridge displacement estimates from measured acceleration records [J].
Gindy, Mayrai ;
Nassif, Hani H. ;
Velde, Jana .
TRANSPORTATION RESEARCH RECORD, 2007, (2028) :136-145
[8]   An investigation into the acceleration response of a damaged beam-type structure to a moving force [J].
Gonzalez, A. ;
Hester, D. .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (13) :3201-3217
[9]  
Graizer V. M., 1979, Izvestiya Academy of Sciences USSR, Physics of the Solid Earth, V15, P875
[10]  
Graves W, 2004, WORKSH STRONG MOT RE, P193