Paper Titles

Effect of a Zwitterionic Copolymer on the Rheological Behavior of Aqueous α-Al₂O₃ Suspensions
p.386

Effect of Crosslink on Properties of Thermoplastics Dialdehyde Sweet Potato Starch
p.391

Characterization of Nano Ni/MgO-ZrO₂ Catalysts
p.396

Moving Load and Fatigue Analysis of a Long Span High Speed Railway Bridge
p.403

Moving Loads Bridge Response: Structural Analysis and Eurocode Provisions
p.409

Creep and Dilatancy Behavior of Rock Salt around Underground Caverns
p.418

Identification of Nonlinear Rheological Parameters of Medium-Strength Marble Rock
p.423

A New Criterion for Stability Analysis of Tunnel Surrounding Rock-Support Structure Based on the Convergence-Confinement Method
p.427

Spatial Variability of Material Parameter and Bearing Capacity of Clay
p.433

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 629Moving Loads Bridge Response: Structural Analysis...

Moving Loads Bridge Response: Structural Analysis and Eurocode Provisions

Article Preview

Abstract:

Moving loads analysis in bridges are currently undertaken as a result of code provisions. However, this relevant part of the structural analysis in bridges, could be implemented with a wide variety of instruments and analysis. This paper deals with the response of bridges to moving loads: in the first part, in order to take advantage of the high amount of works performed in the past, a review of the principle method for the dynamic response of bridges to moving loads are outlined; in the second part code provisions of Eurocode are presented. Current short and medium span bridge types are analyzed, including long span bridges, as cable-stayed and suspension bridges, having gained much popularity in recent decades for their aesthetic appearance, efficient utilization of structural materials and other notable advantages. A wide amount of references from the analyzed literature are included.

You might also be interested in these eBooks

Material Sciences and Manufacturing Technology

Info:

Periodical:

Advanced Materials Research (Volume 629)

Pages:

409-417

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.629.409

Citation:

Cite this paper

Online since:

December 2012

Authors:

Alessio Pipinato

Keywords:

Bridge, Dynamic Analysis, Long Span, Response Analysis, Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Abdel-Ghaffar A.M., Nazmy A.S., 3-D Nonlinear Seismic Behaviour of Cable-Stayed Bridges, J. Struct. Eng., ASCE, Vol. 117, No. 11, Nov. 1991, pp.3456-3476.

DOI: 10.1061/(asce)0733-9445(1991)117:11(3456)

[2] Bruno D., Colotti V., Vibration Analysis of Cable-Stayed Bridges, Struct. Eng. Int., Vol. 4, No. 1, 1994, pp.23-28.

[3] Pipinato, A., Pellegrino, C., Modena, C. (2012a). Assessment procedure and rehabilitation criteria for the riveted railway Adige Bridge. Structure and Infrastructure Engineering, 8 (8), pp.747-764.

DOI: 10.1080/15732479.2010.481674

[4] Pipinato, A., Pellegrino, C., Fregno, G., Modena, C. (2012b). Influence of fatigue on cable arrangement in cable-stayed bridges. International Journal of Steel Structures, 12 (1), pp.107-123, http: /dx. doi. org/10. 1007/s13296-012-1010-5.

DOI: 10.1007/s13296-012-1010-5

[5] Pipinato, A., Molinari, M., Pellegrino, C., Bursi, O.S., Modena, C. (2011a). Fatigue tests on riveted steel elements taken from a railway bridge. Structure and Infrastructure Engineering, 7 (12), pp.907-920.

DOI: 10.1080/15732470903099776

[6] Pellegrino, C., Pipinato, A., Modena, C. (2011). A simplified management procedure for bridge network maintenance. Structure and Infrastructure Engineering, 7 (5), pp.341-351, http: /dx. doi. org/10. 1080/15732470802659084.

DOI: 10.1080/15732470802659084

[7] Pipinato, A. (2011). Assessment of existing bridges: Safety and security issues [Problemi di sicurezza nelle valutazioni strutturali di ponti esistenti]. Ingegneria Ferroviaria, 66 (4), pp.355-371.

[8] Pipinato, A., Pellegrino, C., Modena, C. (2011b). Fatigue assessment of highway steel bridges in presence of seismic loading. Engineering Structures, 33 (1), pp.202-209, http: /dx. doi. org/10. 1016/j. engstruct. 2010. 10. 008.

DOI: 10.1016/j.engstruct.2010.10.008

[9] Pipinato, A., Pellegrino, C., Modena, C. (2010). Structural analysis of historical metal bridges in Italy. Advanced Materials Research, 133-134, pp.525-530, http: /dx. doi. org/10. 4028/www. scientific. net/AMR. 133-134. 525.

DOI: 10.4028/www.scientific.net/amr.133-134.525

[10] Pipinato, A., Modena, C. (2010).

[11] Pipinato, A. (2010). Step level procedure for remaining fatigue life evaluation of one railway bridge. Baltic Journal of Road and Bridge Engineering, 5 (1), pp.28-37, http: /dx. doi. org/10. 3846/bjrbe. 2010. 04.

DOI: 10.3846/bjrbe.2010.04

[12] Pipinato, A., Pellegrino, C., Bursi, O.S., Modena, C. (2009).

[13] Pipinato, A., Pellegrino, C., Modena, C. (2008).

[14] Pipinato A. (2012). Moving Load and Fatigue Analysis of Long Span Railway Bridges. Physics Procedia, (in print).

[15] Hillerborg A., Dynamic Influences of Smoothly Running Loads on Simply Supported Girders, Doctoral Thesis, Dept. of Struct. Eng., Royal Institute of Technology, Stockholm, (1951).

[16] Hirai A., Ito M., Response of Suspension Bridges to Moving Vehicles, J. of the Faculty of Eng., University of Tokyo (B), Vol. XXIX, No. 1, (1967).

[17] Veletsos A.S., Huang T., Analysis of Dynamic Response of Highway Bridges, J. Eng. Mechanics Division, ASCE, Vol. 96, No. EM5, Oct. 1970, pp.593-620.

DOI: 10.1061/jmcea3.0001277

[18] Yoshida D.M., Weaver W., Finite-Element Analysis of Beams and Plates with Moving Loads, Publ. Int. Assoc. Bridge Struct. Eng., Vol. 31, No. 1, 1971, pp.179-195.

[19] Nagaraju N., Jagadish K.S., Sundara K.T., Dynamic Behaviour of Cantilever Bridges Under Moving Loads, IABSE Publications 33-II, 1973, pp.149-171.

[20] Ting E.C., Genin J., Ginsberg J.H., A General Algorithm for Moving Mass Problems, J. of Sound and Vibration, 33(1), 1974, pp.49-58.

DOI: 10.1016/s0022-460x(74)80072-6

[21] Genin J., Ginsberg J.H., Ting E.C., A Complete Formulation of Inertial Effects in the Guideway-Vehicle Interaction Problem, J. of Sound and Vibration, 38(1), 1975, pp.15-26.

DOI: 10.1016/s0022-460x(75)80017-4

[22] Ginsberg J.H., Ting E.C., Genin J., Parametric Study of the Interaction of Bridges and Moving Vehicles, J. Appl. Sci. Res., 32, 1976, pp.355-370.

DOI: 10.1007/bf00385844

[23] Filho F.V., Finite Element Analysis of Structures Under Moving Loads, Shock and Vibration Digest, Vol. 10, No. 8, 1978, pp.27-35.

DOI: 10.1177/058310247801000803

[24] Blejwas T.E., Feng C.C., Ayre R.S., Dynamic Interaction of Moving Vehicles and Structures, J. of Sound and Vibration, 67(4), 1979, pp.513-521.

DOI: 10.1016/0022-460x(79)90442-5

[25] Chu K.H., Garg V.K., Dhar C.L., Railway-Bridge Impact: Simplified Train and Bridge Model, J. Struct. Division, ASCE, Vol. 105, No. ST9, Sept. 1979, pp.1823-1844.

DOI: 10.1061/jsdeag.0005232

[26] Gupta R.K., Traill-Nash R.W., Vehicle Braking on Highway Bridges, J. Eng. Mechanics Division, ASCE, Vol. 106, No. EM4, Aug. 1980, pp.641-658.

DOI: 10.1061/jmcea3.0002615

[27] Ting E.C., Genin J., Dynamics of Bridge Structures, Structural Mechanics Archives, Vol. 5, Issue 3, Aug. 1980, pp.217-252.

[28] Ting E.C., Yener M., Vehicle-Structure Interaction in Bridge Dynamics, Shock and Vibration Digest, Vol. 15, No. 2, 1983, pp.3-9.

DOI: 10.1177/058310248301501203

[29] Hayashikawa T., Watanabe N., Dynamic Behavior of Continuous Beams with Moving Loads, J. Eng. Mechanics Division, ASCE, Vol. 107, No. EM1, Feb. 1981, pp.229-246.

DOI: 10.1061/jmcea3.0002694

[30] Hayashikawa T., Watanabe N., Suspension Bridge Response to Moving Loads, J. Eng. Mechanics Division, ASCE, Vol. 108, No. EM6, Dec. 1982, pp.1051-1066.

DOI: 10.1061/jmcea3.0002890

[31] Mulcahy N.L., Bridge Response with Tractor-Trailer Vehicle Loading, Earthquake Eng. and Struct. Dynamics, Vol. 11, 1983, pp.649-665.

DOI: 10.1002/eqe.4290110505

[32] Olsson M., Finite Element, Modal Co-ordinate Analysis of Structures Subjected to Moving Loads, J. of Sound and Vibration, 99(1), 1985, pp.1-12.

DOI: 10.1016/0022-460x(85)90440-7

[33] Olsson M., Finite Element Analysis of Structures Subjected to Moving Loads, Report TVSM-3004, Division of Struct. Mechanics, Lund Institute of Technology, Lund, Sweden, (1983).

[34] Schneider H.J., Elf H.P., Kölle P., Modeling of Travelling-Loads and Time-Dependent Masses with Adina, Computer & Structures, Vol. 17, No. 5-6, 1983, pp.749-755.

DOI: 10.1016/0045-7949(83)90089-5

[35] Arpe R., Dynamic Response of Bridges due to Traffic Loading - Part 1 Theoretical Study, Serie R, No. 194, Dept. of Struct. Eng., Techn. Univ. of Denmark, Lyngby, 1984. (in Danish).

[36] Arpe R., Dynamic Response of Bridges due to Traffic Loading - Part 2 Experimental Study, Serie R, No. 195, Dept. of Struct. Eng., Techn. Univ. of Denmark, Lyngby, 1984. (in Danish).

[37] Hino J., Yoshimura T., Konishi K., Ananthanarayana N., A Finite Element Method Prediction of the Vibration of a Bridge Subjected to a Moving Vehicle Load, J. of Sound and Vibration, 96(1), 1984, pp.45-53.

DOI: 10.1016/0022-460x(84)90593-5

[38] Palamas J., Coussy O., Bamberger Y., Effects of Surface Irregularities Upon the Dynamic Response of Bridges Under Suspended Moving Loads, J. of Sound and Vibration, 99(2), 1985, pp.235-245.

DOI: 10.1016/0022-460x(85)90360-8

[39] Chu K.H., Garg V.K., Wang T.L., Impact in Railway Prestressed Concrete Bridges, J. Struct. Eng., ASCE, Vol. 112, No. 5, May 1986, pp.1036-1051.

DOI: 10.1061/(asce)0733-9445(1986)112:5(1036)

[40] Honda H., Kobori T., Yamada Y., Dynamic Factor of Highway Steel Girder Bridges, IABSE Proceedings P-98/86, Periodica 2/1986, pp.57-75.

[41] Olsson M., Analysis of Structures Subjected to Moving Loads, Doctoral Thesis, Report TVSM-1003, Division of Struct. Mechanics, Lund Institute of Technology, Lund, Sweden, (1986).

[42] Inbanathan M.J., Wieland M., Bridge Vibrations due to Vehicle Moving Over Rough Surface, J. Struct. Eng., ASCE, Vol. 113, No. 9, Sep. 1987, p.1994- (2008).

DOI: 10.1061/(asce)0733-9445(1987)113:9(1994)

[43] Bryja D., Sniady P., Random Vibration of a Suspension Bridge due to Highway Traffic, J. of Sound and Vibration, 125(2), 1988, pp.379-387.

DOI: 10.1016/0022-460x(88)90291-x

[44] Diana G., Cheli F., A Numerical Method to Define the Dynamic Behaviour of a Train Running on a Deformable Structure, Meccanica, Vol. 23, 1988, pp.27-42.

[45] Coussy O., Said M., Van Hoove J.P., The Influence of Random Surface Irregularities on the Dynamic Response of Bridges Under Suspended Moving Loads, J. of Sound and Vibration, 130(2), 1989, pp.313-320.

DOI: 10.1016/0022-460x(89)90556-7

[46] Wang T.L., Ramp/Bridge Interface of Railway Prestressed Concrete Bridge, J. Struct. Eng., ASCE, Vol. 116, No. 6, June 1990, pp.1648-1659.

DOI: 10.1061/(asce)0733-9445(1990)116:6(1648)

[47] Hwang E.S., Nowak A.S., Simulation of Dynamic Load for Bridges, J. Struct. Eng., ASCE, Vol. 117, No. 5, May 1991, pp.1413-1434.

DOI: 10.1061/(asce)0733-9445(1991)117:5(1413)

[48] Olsson M., On the Fundamental Moving Load Problem, J. of Sound and Vibration, 145(2), 1991, pp.299-307.

DOI: 10.1016/0022-460x(91)90593-9

[49] Wang T.L., Garg V.K., Chu K.H., Railway Bridge/Vehicle Interaction Studies with New Vehicle Model, J. Struct. Eng., ASCE, Vol. 117, No. 7, July 1991, pp.2099-2116.

DOI: 10.1061/(asce)0733-9445(1991)117:7(2099)

[50] Huang D., Wang T.L., Shahawy M., Impact Analysis of Continuous Multigirder Bridges due to Moving Vehicles, J. Struct. Eng., ASCE, Vol. 118, No. 12, Dec. 1992, pp.3427-3443.

DOI: 10.1061/(asce)0733-9445(1992)118:12(3427)

[51] Wang T.L., Huang D., Shahawy M., Dynamic Response of Multigirder Bridges, J. Struct. Eng., ASCE, Vol. 118, No. 8, Aug. 1992, pp.2222-2238.

DOI: 10.1061/(asce)0733-9445(1992)118:8(2222)

[52] Wang T.L., Huang D., Computer Modeling Analysis in Bridge Evaluation, Report No. FL/DOT/RMC/0542-3394, Florida Dept. of Transp. Tallahasee, Florida, (1992).

[53] Knothe KL., Grassie S.L., Modelling of Railway Track and Vehicle/Track Interaction at High Frequencies, Vehicle System Dynamics, Vol. 22, No. 3-4, 1993, pp.209-262.

DOI: 10.1080/00423119308969027

[54] Nielsen J. C. O., Train/Track Interaction, Coupling of Moving and Stationary Dynamic Systems - Theoretical and Experimental Analysis of Railway Structures Considering Wheel and Track Imperfections, Doctoral Thesis, Div. of Solid Mechanics, Chalmers Univ. of Technology, Göteborg, Sweden, (1993).

[55] Saadeghvaziri M.A., Finite Element Analysis of Highway Bridges Subjected to Moving Loads, Computer & Structures, Vol. 49, No. 5, 1993, pp.837-842.

DOI: 10.1016/0045-7949(93)90030-h

[56] Wang T.L., Shahawy M., Huang D.Z., Dynamic Response of Highway Trucks due to Road Surface Roughness, Computer & Structures, Vol. 49, No. 6, 1993, pp.1055-1067.

DOI: 10.1016/0045-7949(93)90017-8

[57] Wang T.L., Impact in a Railway Truss Bridge, Computer & Structures, Vol. 49, No. 6, 1993, pp.1045-1054.

[58] Cai Y., Chen S.S., Rote D.M., Coffey H.T., Vehicle/Guideway Interaction for High Speed Vehicles on a Flexible Guideway, J. of Sound and Vibration, 175(5), 1994, pp.625-646.

DOI: 10.1006/jsvi.1994.1350

[59] Chatterjee P.K., Datta T.K., Surana C.S., Vibration of Suspension Bridges under Vehicular Movement, J. Struct. Eng., ASCE, Vol. 120, No. 3, March 1994, pp.681-703.

DOI: 10.1061/(asce)0733-9445(1994)120:3(681)

[60] Wakui H., Matsumoto N., Tanabe M., A Study on Dynamic Interaction Analysis for Railway Vehicles and Structures - Mechanical Model and Practical Analysis Method, QR of Railway Tech. Research Inst., Tokyo, Vol. 35, No. 2, May. 1994, pp.96-104.

[61] Yener M., Chompooming K., Numerical Method of Lines for Analysis of Vehicle-Bridge Dynamic Interaction, Computer & Structures, Vol. 53, No. 3, 1994, pp.709-726.

DOI: 10.1016/0045-7949(94)90113-9

[62] Chatterjee P.K., Datta T.K., Dynamic Analysis of Arch Bridges Under Travelling Loads, Int. J. Solids Struct., Vol. 32, No. 11, 1995, pp.1585-1594.

DOI: 10.1016/0020-7683(94)00193-z

[63] Green M.F., Cebon D., Cole D.J., Effects of Vehicle Suspension Design on Dynamics of Highway Bridges, J. Struct. Eng., ASCE, Vol. 121, No. 2, Feb. 1995, pp.272-282.

DOI: 10.1061/(asce)0733-9445(1995)121:2(272)

[64] Huang D., Wang T.L., Shahawy M., Vibration of Thin-Walled Box-Girder Bridges Excited by Vehicles, J. Struct. Eng., ASCE, Vol. 121, No. 9, Sep. 1995, pp.1330-1337.

DOI: 10.1061/(asce)0733-9445(1995)121:9(1330)

[65] Huang D., Wang T.L., Shahawy M., Dynamic Behavior of Horizontally Curved I-Girder Bridges, Computer & Structures, Vol. 57, No. 4, 1995, pp.703-714.

DOI: 10.1016/0045-7949(95)00061-k

[66] Humar J.L., Kashif A.H., Dynamic Response Analysis of Slab-Type Bridges, J. Struct. Eng., ASCE, Vol. 121, No. 1, Jan. 1995, pp.48-62.

DOI: 10.1061/(asce)0733-9445(1995)121:1(48)

[67] Lee H.P., Dynamic Response of a Multi-Span Beam on One-Sided Point Constraints Subjected to a Moving Load, Computer & Structures, Vol. 55, No. 4, 1995, pp.615-623.

DOI: 10.1016/0045-7949(94)00492-l

[68] Lee K., A Numerical Solution for Dynamic Interaction Between Rigid Wheel and Flexible Beam, Communications in Numerical Methods in Eng., Vol. 11, 1995, pp.267-279.

DOI: 10.1002/cnm.1640110309

[69] Paultre P., Proulx J., Talbot M., Dynamic Testing Procedures for Highway Bridges Using Traffic Loads, J. Struct. Eng., ASCE, Vol. 121, No. 2, Feb. 1995, pp.362-376.

DOI: 10.1061/(asce)0733-9445(1995)121:2(362)

[70] Yang Y.B., Liao S.S., Lin B.H., Impact Formulas for Vehicles Moving Over Simple and Continuous Beams, J. Struct. Eng., ASCE, Vol. 121, No. 11, Nov. 1995, pp.1644-1650.

DOI: 10.1061/(asce)0733-9445(1995)121:11(1644)

[71] .

[91] Yang Y.B., Lin B.H., Vehicle-Bridge Interaction Analysis by Dynamic Condensation Method, J. Struct. Eng., ASCE, Vol. 121, No. 11, Nov. 1995, pp.1636-1643.

DOI: 10.1061/(asce)0733-9445(1995)121:11(1636)

[72] Gao, Chuan-Wei Tang, Ya-Ru; Yu, Hua (2005). Study on the vibration of rail transit bridge based on moving load passing trains. Zhongguo Tiedao Kexue/China Railway Science, v 26, n 2, pp.73-76, March (2005).

[73] J H Lin (2006). Response of a bridge to a moving vehicle load. Canadian Journal of Civil Engineering, 2006, Vol. 33, No. 1 : pp.49-57.

[74] Sung-Il Kim (2010). Dynamic performances of a railway bridge under moving train load using experimental modal parameters. International Journal of Structural Stability and Dynamics, v 10, n 1, pp.91-109, (2010).

DOI: 10.1142/s0219455410003397

[75] Ling Yu (2011). Bidirectional Moving Vehicle Load Identification from Bridge Responses. Advanced Materials Research, v 163-167, pt. 3, pp.2699-703, (2011).

DOI: 10.4028/www.scientific.net/amr.163-167.2699

[76] Lin, Jeng-Hsiang (2012). Dynamic responses of a simply supported bridge to moving vehicle loads. Applied Mechanics and Materials, v 117-119, pp.231-235, 2012, Materials and Computational Mechanics.

DOI: 10.4028/www.scientific.net/amm.117-119.231

[77] Adam, C., Heuer, R., Ziegler, F. (2012). Reliable dynamic analysis of an uncertain compound bridge under traffic loads. Acta Mechanica, pp.1-15, (2012).

DOI: 10.1007/s00707-012-0641-0

[78] EN 1991-2 (2005). Loads on bridge structure. CEN- European Committee for Standardization.