Abstract
Deflection and vibration play an important role in the serviceability of bridges. Their limits are specified in design codes either for consideration or as requirements. To promote understanding of the role of deflection and vibration limits, a comprehensive literature review is presented and comparison is made to propose the rational method to control bridge vibration for human comfort. To investigate the vibration and deflection criteria and applicability for bridges, actual bridges to represent typical bridge types are selected for experimental tests and theoretical study. Comparisons of the experimental results of deflection, acceleration, and frequency with the theoretical results are performed to verify the validity of the theoretical models. To ensure the applicability of the design code, bridges are redesigned so that they have minimum capacities as required by the design code. Finally, the vibration parameters of actual bridges and bridges using minimum sections are compared with current design limits and proposed criteria.
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References
AASHTO (1996). Load factor design: Bridge design specifications, 16th ed., American Association of State Highway and Transportation Officials, Washington, D. C.
AASHTO (2014). Load resistance and factor design: Bridge design specifications, 7th ed., American Association of State Highway and Transportation Officials, Washington, D. C.
Austroads (1996). Australian bridge design code, Austroads, Haymarket, NSW, Australia.
Barker, M. G. and Barth, K. E. (2013). “Improved serviceability criteria for steel girder bridges.” J. Bridge Eng., Vol. 18, No. 7, pp. 673–677, DOI: 10.1061/(ASCE)BE.1943-5592.0000402.
Billing, J. R. and Green, R. (1984). Design provisions for dynamic loading of highway bridges, Transportation Research Record 950.
British Standard BS5400-2 (2006). Steel, concrete and composite Bridges, Part-2: Specification for Loads.
Camara, A., Nguyen, K., Ruiz-Teran, A. M., and Stafford, P. J. (2014). “Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction.” Engineering Structures, Vol. 61, pp. 61–72. DOI: 10.1016/j.engstruct.2013.12.030.
Camara, A. and Ruiz-Teran, A. M. (2015). “Multi-mode traffic-induced vibrations in composite ladder-deck bridges under heavy moving vehicles.” Journal of Sound and Vibration, Vol. 355, pp. 264–283, DOI: 10.1016/j.jsv.2015.06.026.
Cantieni, R. (1983). Dynamic load tests on highway briges in Switzerland, Report 211, Section Concrete Structures and Components, EMPA, CH-8600 Dubendorf, Switzerland.
CSA (1990). CSA. S6-88 and commentary, Design of Highway Bridges, Canadian Standards Association, Rexdale, Ontario, Canada.
Darjani, S., Saadeghvaziri, M. A., and Aboobaker, N. (2010). “Serviceability considerations of high performance steel bridges.” Structures Congress, ASCE, DOX: 10.1061/41130(369)69.
Fountain, R. S. and Thunman, C. E. (1987). “Deflection criteria for steel highway bridges.” Proceedings of the AISC National Engineering Conference in New Orleans.
Fuhrman, D. M., Rafiee-Dehkharghani, R., Lopez, M. M., Aref, A., and O’Connor, J. (2014). “Field performance of a new fiber-reinforced polymer deck.” Journal of Performance of Constructed Facilities, DOI: 10.1061/(ASCE)CF.1943-5509.0000656.
Gaunt, J. T. and Sutton, C. D. (1981). Highway bridge vibration studies, Joint Highway Research Project (Report No. JHRP–81-11), Purdue University&Indiana State Highway Commission.
Goldman, D. E. (1948). A review of subjective responses to vibratory motion of the human body in the frequency range 1 to 70 cycles per second, Naval Medical Research Institute National, Naval Medical Center. Bethesda, Maryland.
Hwang, E.-S. (1990). Dynamic loads for girder bridges, Thesis presented to the University of Michigan, Ann Arbor, Mich., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
Irwin A. (1978). “Human response to dynamic motion of structures.” Structural Engineers, Vol. 56A, No. 9, pp. 237–44.
ISO 2631 (1997). Mechanical vibration and shock-Evaluation of human exposure to whole-body vibration. Part 1 General requirements, International Standard ISO-2631/1, Geneva, Switzerland.
Janeway, R. N. (1948). “Vehicle vibration limits to fit the passenger.” SAE Technical Paper 480061, SAE, New York, NY, DOI: 10.4271/480061.
Lenzen, K. H. (1966). Vibration of steel joist-concrete slab floors, J. Am. Instit. Steel Construct. Eng., Vol. 3, No. 3, pp. 133–136.
Mallock, H. R. A. (1902). Vibrations produced by the working of traffic on the central london railway, Board of Trade Report, Command Papers, n. 951.
MIDAS Civil (2012). MIDAS Structural analysis, MIDAS Information Technology Co., Ltd.
MLTM (2010). Korean highway bridge design code, Korea Ministry of Land, Transportation and Maritime Afairs, Seoul, Korea.
Nassif, H., Liu, M., Su, D., and Gindy, M. (2011). “Vibration versus deflection control for High-performance Steel (HPS) girder bridges.” Transportation Research Record, No. 2251, pp. 24–33, DOI: 10.3141/2251-03.
Nguyen, Q. H. (2013). Dynamic interaction between trucks and bridges considering road roughness, Thesis presented to Kyung Hee University, in partial fulfillment of the requirements for the degree of master.
Oehler, L. T. (1970). Bridge vibration–summary of questionnaire to state highway departments, Highway Research Circular, Highway Research Board (No. 107).
Reiher, H. and Meister, F. J. (1931). “The effect of vibration on people.” Forschung im Ingenieurwesen, Vol. 2, No. II, pp. 381–386, DOI: 10.1007/BF02578773.
Roeder, C. W., Barth, K. B., and Bergman, A. (2002). Improved live load deflection criteria for steel bridges, Final Report NCHRP 20-07/133, University of Washington, Seattle, WA.
Ruiz-Teran, A. M. and Aparicio, A. C. (2009). “Verification criteria of the SLS of vibrations for road bridges with slender prestressed concrete decks.” In International FIB Symposium, London (UK).
Wei, J. and Chen, B. (2007). “Estimation of dynamic response for highway CFST arch Bridges.” 5th International Conference on Arch Bridges, Madeira, Portugal.
Wright, D. T. and Green, R. (1964). Highway bridge vibration. Part II: Report No. 5 Ontario test programme, Ontario Department of Highways and Queen’s University, Kingston, Ontario.
Wright, R. N. and Walker, W. H. (1971). Criteria for the deflection of steel bridges, Bulletin for the American Iron and Steel Institute, No. 19.
Wu, H. (2003). Influence of live-load deflections on superstructure performance of slab on steel stringer bridges, Ph.D. Dissertation, Department of Civil and Environmental Engineering, West Virginia University.
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Le, H.X., Hwang, ES. Investigation of deflection and vibration criteria for road bridges. KSCE J Civ Eng 21, 829–837 (2017). https://doi.org/10.1007/s12205-016-0532-3
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DOI: https://doi.org/10.1007/s12205-016-0532-3