Response of a train moving on multi-span railway bridges undergoing ground settlement

Engineering Structures

Volumn 31, Issue 9, 2009, Pages 2115-2122

  Yau, J D ^a  

^a TAMKANG UNIVERSITY   (Taiwan)

Author keywords

Ground settlement; High speed train; Resonance; Vehicle bridge interaction

Indexed keywords

A-TRAIN; BEAM STRUCTURES; BEAM VIBRATION; BRIDGE RESPONSE; BRIDGE SYSTEMS; COUPLING SYSTEMS; DYNAMIC COMPONENT; DYNAMIC INTERACTION; EQUAL INTERVALS; EXACT SOLUTION; FINITE DIFFERENCE; GALERKIN'S METHOD; GROUND SETTLEMENT; HIGH-SPEED TRAIN; INDUCED VIBRATIONS; INERTIA EFFECTS; ITERATIVE APPROACH; ITERATIVE PROCEDURES; LAND SUBSIDENCE; MOVING TRAIN; MULTI-SPANS; NUMERICAL STUDIES; ON DYNAMICS; RAIL ROUTES; RAILWAY BRIDGES; SPRUNG MASS; STATIC DISPLACEMENT; STATIC RESPONSE; TRAIN-BRIDGE SYSTEMS; VEHICLE-BRIDGE INTERACTION; VERTICAL RESPONSE;

AUTOMOBILE PARTS AND EQUIPMENT; CABLE STAYED BRIDGES; GALERKIN METHODS; RAILROAD BRIDGES; RAILROAD CARS; RAILROADS; RESONANCE; SETTLEMENT OF STRUCTURES;

DYNAMIC RESPONSE;

COUPLING; DECOMPOSITION ANALYSIS; DYNAMIC RESPONSE; FINITE DIFFERENCE METHOD; GROUND SETTLEMENT; HIGH-SPEED TRAIN; NUMERICAL MODEL; RAILWAY; RESONANCE; STRUCTURAL RESPONSE; SUBSIDENCE; VIBRATION;

EID: 68549133358     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.03.019     Document Type: Article

References (29)

1. Wu Y.S., and Yang Y.B. Steady-state response and riding comfort of trains moving over a series of simply supported bridges. Eng Struct 25 2 (2003) 251-265
2. Fr'yba L. Vibration of solids and structures under moving loads. 3rd ed. (1999), Thomas Telford, London
3. Yang Y.B., Yau J.D., and Hsu L.C. Vibration of simple beams due to trains moving at high speeds. Eng Struct 19 11 (1997) 936-994
4. Yang Y.B., Yau J.D., and Wu Y.S. Vehicle-bridge interaction dynamics (2004), World Scientific, Singapore
5. Ju S.H., and Lin H.T. Resonance characteristics of high-speed trains passing simply supported bridges. J Sound Vib 267 (2003) 1127-1141
6. Xia H., Zhang N., and Guo W.W. Analysis of resonance mechanism and conditions of train-bridge system. J Sound Vib 297 (2006) 810-822
7. Yau J.D., and Yang Y.B. Vertical accelerations of simple beams due to successive loads traveling at resonant speeds. J Sound Vib 289 (2006) 210-228
8. Yang Y.B., and Wu Y.S. A versatile element for analyzing vehicle-bridge interaction response. Eng Struct 23 (2001) 452-469
9. Yang Y.B., and Wu Y.S. Dynamic stability of trains moving over bridges shaken by earthquakes. J Sound Vib 258 1 (2002) 65-94
10. Xia H., Han Y., Zhang N., and Guo W.W. Dynamic analysis of train bridge system subjected to non-uniform seismic excitations. Earthq Eng Struct Dyn 35 (2006) 1563-1579
11. Yau J.D. Vibration of arch bridges due to moving loads and vertical ground motions. J Chin Inst Eng 29 (2006) 1017-1027
12. Yau J.D., and Fryba L. Response of suspended beams due to moving loads and vertical seismic ground excitations. Eng Struct 29 (2007) 3255-3262
13. Yau J.D., and Yang Y.B. Vibration of a suspension bridge installed with a water pipeline and subjected to moving trains. Eng Struct 30 (2008) 632-642
14. Yau J.D. Vibration of parabolic tied-arch beams due to moving loads. Int J Struct Stab Dyn 6 2 (2006) 193-214
15. Yau J.D. Train-induced vibration control of simple beams using string-type tuned mass dampers. J Mech 23 4 (2007) 329-340
16. Li H., Kwasniewski L., and Wekezer J.W. Dynamic Response of a Highway Bridge Subjected to Moving Trucks. J Bridge Eng, ASCE 13 5 (2008) 439-448
17. Malachowski J., Li H., Wekezer J.W., and Kwasniewski L. Numerical assessment of dynamic response of highway bridges subjected to heavy vehicles. Adv Transp Stud Int J XII B (2007) 47-58
18. Kwasniewski L., Wekezer J.W., Roufa G., Li H., Ducher J., and Malachowski J. Experimental evaluation of dynamic effects for a selected highway bridge. Perform Constr Facil, ASCE 20 3 (2006) 1-8
19. Kwasniewski L., Li H., Wekezer J.W., and Malachowski J. Finite element analysis of vehicle-bridge interaction. Fin Elem Anal Des 42 11 (2006) 950-959
20. Xia H., Guo W.W., Wu X., Pi Y.L., and Bradford M.A. Lateral dynamic interaction analysis of a train-girder-pier system. J Sound Vib 318 (2008) 927-942
21. Clough R.W., and Penzien J. Dynamics structures (1975), McGraw Hill, New York
22. Newmark N.M. A method of computation for structural dynamics. J Eng Mech Div, ASCE 85 1 (1959) 67-94
23. THSR. Taiwan high speed rail project-design specification for civil works. Addendum Number 1. Taiwan High Speed Rail Corporation; 1999
24. Yau J.D. Vibration control of maglev vehicles traveling over a flexible guideway. J Sound Vib 321 (2009) 184-200
25. Yang Y.B., and Kuo S.R. Theory and analysis of nonlinear framed structures (1994), Prentice Hall, Singapore
26. Yang Y.B., Lee T.Y., and Tsai I.C. Response of multi-degree-of-freedom structures with sliding supports. Earthq Eng Struct Dyn 19 (1990) 739-752
27. Museros P., and Alarc'on E. Influence of the second bending mode on the response of high-speed bridges at resonance. J Struct Eng, ASCE 131 3 (2005) 404-415
28. Fr'yba L. Vertical acceleration of bridges - A new limit state. In: Brebbia C.A., Carlomagno G.M., and Anagnostopoulos P. (Eds). Computational methods and experimental measurements XI (2003), WIT Press, Southampton (Boston) 299-308
29. Yau J.D., Yang Y.B., and Kuo S.R. Impact response of high speed rail bridges and riding comfort of rail cars. Eng Struct 21 (1999) 836-844