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Computers and Structures

Volumn 79, Issue 20-21, 2001, Pages 1851-1860

Dynamic analysis of train-bridge system and its application in steel girder reinforcement

(4) Xia, H a De Roeck, G b Zhang, H R a Zhang, N a

a BEIJING JIAOTONG UNIVERSITY (China)

b UNIVERSITY OF LEUVEN (Belgium)

Author keywords

AR model; Bridge reinforcement; Computer simulation; Dynamic interaction; Field test; Train bridge system

Indexed keywords

ACCELERATION MEASUREMENT; COMPUTER SIMULATION; DYNAMIC RESPONSE; MATHEMATICAL MODELS; REGRESSION ANALYSIS; REINFORCEMENT; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; TIME SERIES ANALYSIS; VIBRATIONS (MECHANICAL);

AUTOREGRESSIVE MODELS;

RAILROAD BRIDGES;

EID: 0035416187 PISSN: 00457949 EISSN: None Source Type: Journal
DOI: 10.1016/S0045-7949(01)00115-8 Document Type: Article

Times cited : (55)

References (20)

1
- 12344298361
- Dynamic interaction of railway systems with large bridges
- (1989) Vehicle Syst Dynamics , vol.18 , pp. 71-106
- Diana, G.¹ Cheli, F.²

2
- 0003630385
- Groningen: Noordhoff International Publishing
- (1972) Vibration of solids and structures under moving loads
- Fryba, L.¹

3
- 0002271376
- Study of dynamic behaviors of bridge girders for high-speed railway
- (1976) J JSCE , vol.256 , pp. 35-47
- Matsuura, A.A.¹

4
- 0031269108
- Vehicle-bridge interaction element for dynamic analysis
- (1997) J Struct Engng ASCE , vol.123 , Issue.11 , pp. 1512-1518
- Yang, Y.B.¹ Yau, J.D.²

5
- 0034300157
- Dynamic interaction of long suspension bridges with running trains
- (2000) Int J Sound vibr , vol.237 , Issue.2 , pp. 263-280
- Xia, H.¹ Xu, Y.L.² Chan, T.H.T.³

6
- 0002595728
- Dynamics of bridge-vehicle interaction
- Rotterdam: Balkema
- (1993) Proc EURODYN'93 , pp. 951-960
- Fafard, M.¹

7
- 0022945236
- Modal method for interaction of train and bridge
- (1987) J Comput Struct , vol.27 , pp. 119-127
- Tanabe, M.¹ Yamada, Y.² Wakui, H.³

8
- 0001305333
- Numerical analysis of vibration of beams subjected to moving loads
- (1979) J Sound and Vibration , vol.65 , pp. 147-150
- Sridharan, N.¹ Mallik, A.K.²

9
- 0029411349
- Vehicle-bridge interaction analysis by dynamic condensation method
- (1987) J Struct Engng ASCE , vol.121 , pp. 1636-1642
- Yang, Y.B.¹ Lin, B.H.²

10
- 0020167572
- Bridge impact due to sheel and track irregularities
- (1982) J Engng Mech ASCE , vol.108 , pp. 648-667
- Wiriyachai, A.¹ Chu, K.H.² Garg, K.³

11
- 0002731244
- Dynamic analysis of steel truss bridges under moving train loads
- Beijing: CRP House
- (1995) Adv Struct Engng , pp. 48-54
- Xia, H.¹ Chen, Y.J.²

12
- 0031186406
- System identification of mechanical structures by a high-order multivariate auto-regressive model
- (1997) J Comput Struct , vol.64 , Issue.1-4 , pp. 341-351
- Xia, H.¹ De Roeck, G.²

13
- 0016070677
- Transportation vehicle/beam-elevated guideway dynamic interactions, a State-of-the-art-Review
- (1974) J Dynamic Systems Measurement and Control , vol.96 , pp. 169-179
- Richardson, H.H.¹ Wormley, D.N.²

14
- 0019051728
- Dynamics of bridge structures
- (1980) Struct Mech Arch , vol.5 , pp. 217-252
- Ting, E.C.¹ Genin, J.²

15
- 0002588011
- Vibrations of bridges
- (1976) Shock and Vibration Digest , vol.8 , pp. 61-76
- Huang, T.¹

16
- 84954661006
- The dynamic influence of wheel flats on railway bridges
- (1967) Intl Railway Congr Assoc Bullet , pp. 477-512
- Fryba, L.¹

17
- 0020113172
- Curved bridge response to moving vehicle
- (1982) J Sound and Vibration , vol.81 , Issue.4 , pp. 469-475
- Genin, J.¹ Ting, E.C.² Vafa, Z.³

18
- 0003378178
- On the dynamic response of cable stayed bridges under moving loads
- (1984) Costrzioni Metalliche , vol.2
- Alessandrini, L.¹ Brancaleoni, F.² Petrangeli, M.F.³

19
- 0003439166
- On the dynamic behavior of long span cable-stayed bridges under moving loads
- C2b
- (1985) Costrzioni Metalliche , vol.2
- Bruno, D.¹

20
- 0000920120
- Vertical vibration of a multi-span bridge under a train moving at high speed
- Rotterdam: Balkema
- (1999) Proc EURODYN'99 , pp. 651-656
- Klasztorny, M.¹

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