1 |
Lee, C.H., Kawatani, M., Kim, C.W., Nishimura, N. and Kobayashi, Y (2006), 'Dynamic response of a monorail under a moving train', J. Sound Vib., 294(3), 562-579
DOI
ScienceOn
|
2 |
Guyan, R.J. (1965), 'Reduction of stiffness and mass matrices', AIAA J., 3(2), 380
DOI
|
3 |
ISO8608 (1995), Mechanical Vibration-Road Surface Profiles-Reporting of Measured Data, ISO
|
4 |
Japan Road Association (2002), Japanese Specifications for Highway Bridges. Part V Seismic Desig
|
5 |
Kameda, H., Murono, Y., Nanjou, A. and Sasaki, N. (1999), 'Earthquake response of highway bridges under bridge-vehicle system', J. Struct. Mech. Earthq. Eng, JSCE, No.626/I-48, pp.93-106 (in Japanese)
|
6 |
Kawatani, M. and Kim, C.W. (2001), 'Computer simulation for dynamic wheel loads of heavy vehicles', Struct. Eng Mech., 12(4),409-428
DOI
ScienceOn
|
7 |
Maruyama, Y. and Yamazaki, F. (2002), 'Seismic response analysis on the stability of running vehicles', Earthq. Eng. Struet. D, 31, 1915-1932
DOI
ScienceOn
|
8 |
MIDAS GENw, www.midasIT.com
|
9 |
Miyamoto, T., Ishida, H. and Matsuo, M. (1997), 'Running safety ofrailway vehicle as earthquake occurs', QR RTRJ, 38(3), 117-122
|
10 |
Newmark, N.M. (1970), 'A method of computation for structural dynamics', J. Eng. Meeh. Div., ASCE, 85(EM3), 67-94
|
11 |
Yang, Y.B. and Wu, Y.S. (2002), 'Dynamic stability of trains moving over bridges shaken by earthquakes', J. Sound Vib., 258(1), 65-94
DOI
ScienceOn
|