Civil Engineering Reference
In-Depth Information
Since the observed changes in frequency and amplitude are more regular than the changes in temperature, it could be said
that the change in frequency is due to the effect of traffic on the bridge. This could be due to the direct effect of the increased
mass on the bridge; it is seen that the lowest frequency is during the day (and highest at night) which corresponds with the
concept of the greater mass during in the day lowering the fundamental frequency.
To examine this further, a more detailed study will be required to look at the effect of change in traffic throughout the day.
For example in the two rush hour periods where the bridge is heavily loaded with slow moving traffic, and then the midday
period where the bridge is heavily loaded with faster moving traffic. In addition the phenomenon will be studied using a
longer set of data, such as sets of 2 weeks of data each month for 6 months.
References
1. Khanukhov KM, Polyak VS, Avtandilyan GI, Vizir PL (1986) Dynamic elasticity modulus for low-carbon steel in the climactic temperature
range (trans: Problemy Prochnosti), vol 7. Central Scientific-Research Institute of Designing Steel Structures, Moscow, pp 55-58
2. Sabeur H, Colina H, Bejjani M (2007) Elastic strain Young's modulus variation during uniform heating of concrete. Mag Concre Res 59
(8):559-566
3. Sohn H (2003) Effects of environmental and operational variability on structural health monitoring. Philos Trans R Soc A365(1851):539-560
4. Nurdan A, Kaya Y (2012) Vibration characteristics of a suspension bridge under traffic and no traffic conditions. Earthq Eng Struct Dyn 41
(12):1717-1723(7), 10 Oct 2012
5. Cornwell P, Farrar CR, Doebling SW, Sohn H (1999) Environmental variability of modal properties. Exp Tech 23(6):45-48
6. He X (2008) Vibration-based damage identification and health monitoring of civil structures. Ph.D. thesis, Department of Structural
Engineering, University of California, San Diego
7. Safak E (2005b) Detection of seismic damage in structures from continuous vibration records (invited paper). In: Proceedings of 9th
international conference on structural safety and reliability (ICOSSAR), Rome, 19-23 June 2005
8. Clinton JF, Bradford SC, Heaton TH, Favela J (2004) The observed wandering of natural frequencies in a structure. Bull Seismol Soc Am
(in press)
9. Ni YQ et al (2005) Correlation modal properties with temperature using long-term monitoring data and support vector machine technique.
Eng Struct 27:1762-1773, Elsevier, 25 July 2005
10. Hoon S et al (1999) An experimental study of temperature effect on modal parameters of the Alamosa Canyon bridge. Earthq Eng Struct Dyn
28:879-897
11. Yong X (2006) Long term vibration monitoring of an RC slab: temperature and humidity effect. Eng Struct 28:441-452
12. Ventura C, Kaya Y (2012) Seismic structural health monitoring of bridges in British Columbia, Canada. In: Proceedings of the 15 world
conference of erathquake engineering, Lisbon
13. Turek M, Ventura C, Dascotte E (2010) Model updating of the ironworkers memorial second narrows bridge, Vancouver, Canada. In:
Proceedings of the IMAC-XXVIII, Jacksonville, 1-4 Feb 2010
14. MATLAB R (2001b) The MathWorks Inc., Natick
15. Wibowo H, Sandford DM, Buckle I, Sanders D (2012) Evaluation of vehicle bridge interaction during earthquake. In: Proceedings of 15WCEE
Lisbon, Paper 1560, Portugal
16. Safak E (1997) Models and methods to characterize site amplification from a pair of records. Earthq Spectra EERI 13(1):97-129
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