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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2015, Vol. 9 Issue (1): 26-41   https://doi.org/10.1007/s11709-014-0284-4
  本期目录
Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment
Carmelo GENTILE(), Antonella SAISI
Department of Architecture, Built environment and Construction engineering (ABC), Piazza Leonardo da Vinci, 32, Milan 20133, Italy
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Abstract

A multi-channel continuous dynamic monitoring system has been installed in a centenary iron arch bridge on late November 2011. The historic infrastructure, completed in 1889 and crossing the Adda river about 50 km far from Milan, is the most important monument of XIX century iron architecture in Italy and is still used as roadway and railway bridge. The monitoring project follows a series of preliminary ambient vibration tests carried out on the bridge since June 2009.

The paper describes the bridge structure and its dynamic characteristics identified from the experimental studies developed since 2009, the installed monitoring system and the software developed in LabVIEW for automatically processing the collected data. Subsequently, the tracking of automatically identified natural frequencies over a period of about 18 months is presented and discussed, highlighting the effects of environmental and operational conditions on the bridge dynamic characteristics as well as the detection of structural changes, mainly based on natural frequencies shifts.

Key wordsautomated modal identification    continuous dynamic monitoring    environmental/operational effects    iron arch bridge    structural health monitoring
收稿日期: 2014-04-21      出版日期: 2015-04-02
Corresponding Author(s): Carmelo GENTILE   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2015, 9(1): 26-41.
Carmelo GENTILE, Antonella SAISI. Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment. Front. Struct. Civ. Eng., 2015, 9(1): 26-41.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-014-0284-4
https://academic.hep.com.cn/fsce/CN/Y2015/V9/I1/26
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mode fave (Hz) σf (Hz) fmin (Hz) fmax (Hz)
TB1 0.991 0.005 0.967 0.996
TB2 1.346 0.005 1.328 1.357
TB3 1.650 0.005 1.631 1.670
TB4 2.015 0.005 2.002 2.031
TB5 2.174 0.011 2.139 2.207
TB6 2.509 0.011 2.471 2.559
VB1 2.542 0.024 2.441 2.607
TB7 2.825 0.019 2.764 2.891
TB8 3.118 0.015 3.066 3.164
VB2 3.418 0.009 3.379 3.447
TB9 3.572 0.027 3.477 3.662
TB10 3.801 0.022 3.701 3.867
TB11 4.083 0.007 4.043 4.111
TB12 4.141 0.009 4.111 4.189
TB13 4.383 0.016 4.336 4.424
VB3 4.513 0.019 4.375 4.551
TB14 4.562 0.018 4.482 4.619
TB15 4.806 0.012 4.766 4.854
VB4 5.219 0.017 5.146 5.264
VB5 10.745 0.020 10.664 10.801
VB6 11.040 0.022 10.947 11.113
VB7 11.894 0.033 11.719 12.012
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