메뉴 건너뛰기




Volumn 1, Issue 3, 2005, Pages 307-318

Near-field effects on seismically excited highway bridge equipped with nonlinear viscous dampers

Author keywords

Highway bridges; Near field effects; Nonlinear viscous dampers; Pulse type ground motion

Indexed keywords

NEAR FIELD EFFECT; NEAR-FIELD GROUND MOTIONS; NONLINEAR VISCOUS DAMPERS; PEAK GROUND ACCELERATION; PEAK GROUND VELOCITY; PULSE-TYPE GROUND MOTIONS; RELATIVE CONTRIBUTION; SYNTHETIC GROUND MOTIONS;

EID: 33750824693     PISSN: 15732487     EISSN: 17448999     Source Type: Journal    
DOI: 10.1080/15732480500272718     Document Type: Conference Paper
Times cited : (14)

References (28)
  • 4
    • 84885673236 scopus 로고    scopus 로고
    • Benchmark structural control problem for a seismically excited highway bridge Part I: Problem definition
    • accepted
    • Agrawal, A.K., Tan, P., Nagarajaiah, S. and Zhang, J., Benchmark structural control problem for a seismically excited highway bridge Part I: problem definition. J. Struct. Contr. Hlth Monit., 2005, accepted.
    • (2005) J. Struct. Contr. Hlth Monit
    • Agrawal, A.K.1    Tan, P.2    Nagarajaiah, S.3    Zhang, J.4
  • 7
    • 84989082191 scopus 로고
    • Seismic response of structures with supplemental damping
    • Constantinou, M.C. and Symans, M.D., Seismic response of structures with supplemental damping. Struct. Des. Tall Build., 1993a, 2, 77-92.
    • (1993) Struct. Des. Tall Build , vol.2 , pp. 77-92
    • Constantinou, M.C.1    Symans, M.D.2
  • 8
    • 84989052659 scopus 로고
    • Experimental study of seismic response of buildings with supplemental fluid dampers
    • Constantinou, M.C. and Symans, M.D., Experimental study of seismic response of buildings with supplemental fluid dampers. Struct. Des. Tall Build., 1993b, 2, 93-132.
    • (1993) Struct. Des. Tall Build , vol.2 , pp. 93-132
    • Constantinou, M.C.1    Symans, M.D.2
  • 9
    • 0010774454 scopus 로고    scopus 로고
    • Seismic design of lifeline bridge using hybrid seismic isolation
    • Dicleli, M., Seismic design of lifeline bridge using hybrid seismic isolation. ASCE J. Bridge Engng, 2002, 7, 94-103.
    • (2002) ASCE J. Bridge Engng , vol.7 , pp. 94-103
    • Dicleli, M.1
  • 10
    • 84885656412 scopus 로고    scopus 로고
    • Effects of near-field ground motion pulses on performance of supplemental viscous dampers in flexible structures
    • accepted
    • He, W.L. and Agrawal, A. Effects of near-field ground motion pulses on performance of supplemental viscous dampers in flexible structures. J. Struct. Engng, 2005, accepted.
    • (2005) J. Struct. Engng
    • He, W.L.1    Agrawal, A.2
  • 11
    • 0037678637 scopus 로고    scopus 로고
    • Considerations of multimode structural response for nearfield earthquakes
    • Huang, C.T., Considerations of multimode structural response for nearfield earthquakes. J. Struct. Engng, 2001, 129, 458-467.
    • (2001) J. Struct. Engng , vol.129 , pp. 458-467
    • Huang, C.T.1
  • 12
  • 13
    • 0028666976 scopus 로고
    • Seismic response control of bridges by variable dampers
    • Kawashima, K. and Unjoh, S., Seismic response control of bridges by variable dampers. J. Struct. Engng, 1994, 10, 2583-2601.
    • (1994) J. Struct. Engng , vol.10 , pp. 2583-2601
    • Kawashima, K.1    Unjoh, S.2
  • 14
    • 0031147699 scopus 로고    scopus 로고
    • Rigidity-plasticity-viscosity: Can electrorheological dampers protect base-isolated structures from near-source ground motions?
    • Dynam
    • Makris, N., Rigidity-plasticity-viscosity: can electrorheological dampers protect base-isolated structures from near-source ground motions? Earthquake Engng Struct. Dynam., 1997, 26, 571-591.
    • (1997) Earthquake Engng Struct , vol.26 , pp. 571-591
    • Makris, N.1
  • 16
    • 0042740410 scopus 로고    scopus 로고
    • A mathematical representation of near-fault ground motions
    • Mavroeidis, G.P. and Papageorgiou, A.S., A mathematical representation of near-fault ground motions. Bull. Seismol. Soc. Am., 2003, 93, 1999-1131.
    • (2003) Bull. Seismol. Soc. Am , vol.93 , pp. 1999-1131
    • Mavroeidis, G.P.1    Papageorgiou, A.S.2
  • 17
    • 35548991561 scopus 로고    scopus 로고
    • An analytical model for near-fault ground motions and the response of SDOF systems
    • Earthquake Engineering Research Institute Oakland, California
    • Menun, C. and Fu, Q., An analytical model for near-fault ground motions and the response of SDOF systems, in Seventh U.S. National Conference on Earthquake Engineering (7NCEE), 2002, Earthquake Engineering Research Institute, Oakland, California.
    • (2002) Seventh U.S. National Conference on Earthquake Engineering (7NCEE)
    • Menun, C.1    Fu, Q.2
  • 19
    • 21344431840 scopus 로고    scopus 로고
    • Seismic response control of sliding isolated bridges with MR dampers: Experimental and numerical study
    • Saharabudhe, S. and Nagarajaiah, S., Seismic response control of sliding isolated bridges with MR dampers: experimental and numerical study. Earthquake Engng Struct. Dyn., 2005a, 34, 965-983.
    • (2005) Earthquake Engng Struct. Dyn , vol.34 , pp. 965-983
    • Saharabudhe, S.1    Nagarajaiah, S.2
  • 20
    • 25444524338 scopus 로고    scopus 로고
    • Effectiveness of variable stiffness systems in base isolated bridges subjected to near fault earthquakes: Experimental study
    • press
    • Saharabudhe, S. and Nagarajaiah, S., Effectiveness of variable stiffness systems in base isolated bridges subjected to near fault earthquakes: experimental study. Int. J. Intell. Mater. Syst. Struct. 2005b, in press.
    • (2005) Int. J. Intell. Mater. Syst. Struct
    • Saharabudhe, S.1    Nagarajaiah, S.2
  • 21
    • 13944273689 scopus 로고    scopus 로고
    • Performance of a seismically isolated bridge under near-fault earthquake ground motions
    • Shen, J., Tsai, M.H., Chang, K.C. and Lee, G.C., Performance of a seismically isolated bridge under near-fault earthquake ground motions. J. Struct. Engng, 2004, 130, 861-868.
    • (2004) J. Struct. Engng , vol.130 , pp. 861-868
    • Shen, J.1    Tsai, M.H.2    Chang, K.C.3    Lee, G.C.4
  • 24
    • 0346950269 scopus 로고    scopus 로고
    • State of the art of structural control
    • Spencer Jr, B F. and Nagarajaiah, S., State of the art of structural control. J. Struct. Engng, 2003, 129, 845-856.
    • (2003) J. Struct. Engng , vol.129 , pp. 845-856
    • Spencer Jr., B.F.1    Nagarajaiah, S.2
  • 25
    • 0025211475 scopus 로고
    • Assessment of SSI on the longitudinal seismic response of short span bridges
    • Spyrakos, C.C., Assessment of SSI on the longitudinal seismic response of short span bridges. Engng Struct., 1990, 12, 61-65.
    • (1990) Engng Struct , vol.12 , pp. 61-65
    • Spyrakos, C.C.1
  • 26
    • 13944266514 scopus 로고    scopus 로고
    • Development of a nonlinear multi-input. Multi-output model for the Vincent Thomas Bridge under earthquake excitations
    • Paper No. 2211, Upper Hutt, New Zealand
    • Symth, A.W., Masri, A.F., Abdel-Ghaffar, A.M. and Nigbor, R.N., Development of a nonlinear multi-input.multi-output model for the Vincent Thomas Bridge under earthquake excitations, in Proceedings of the 12th World Conference on Earthquake Engineering, 2000, Paper No. 2211, Upper Hutt, New Zealand.
    • (2000) Proceedings of the 12th World Conference on Earthquake Engineering
    • Symth, A.W.1    Masri, A.F.2    Abdel-Ghaffar, A.M.3    Nigbor, R.N.4
  • 27
    • 84885592629 scopus 로고    scopus 로고
    • Benchmark structural control problem for a seismically excited highway bridge Part II: Sample control designs
    • accepted
    • Tan, P. and Agrawal, A.K., Benchmark structural control problem for a seismically excited highway bridge Part II: sample control designs. J. Struct. Contr. Hlth Monit., 2005, accepted.
    • (2005) J. Struct. Contr. Hlth Monit
    • Tan, P.1    Agrawal, A.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.