메뉴 건너뛰기




Volumn , Issue , 2013, Pages 860-878

Seismic response of bridge abutments on surface foundation subjected to collision forces

Author keywords

Abutment; Abutment failure modes; Bridge; Collision force; Embankment; Modeling; Plaxis; SAP 2000

Indexed keywords

BRIDGES; CIVIL ENGINEERING; COMPUTATIONAL METHODS; EARTHQUAKES; EMBANKMENTS; ENGINEERING GEOLOGY; MODELS; STRUCTURAL DYNAMICS;

EID: 84898978689     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (5)

References (32)
  • 2
    • 0031070823 scopus 로고    scopus 로고
    • Evaluation of bridge abutment capacity and stiffness during earthquakes
    • R. K. Goel, A. Chopra. Evaluation of bridge abutment capacity and stiffness during earthquakes. Earthquake Spectra; 13(1):1-23, 1997.
    • (1997) Earthquake Spectra , vol.13 , Issue.1 , pp. 1-23
    • Goel, R.K.1    Chopra, A.2
  • 3
    • 13844298884 scopus 로고    scopus 로고
    • Seismic design of columns of short bridges accounting for embankment flexibility
    • M. Inel, M. A. Aschheim, Seismic Design of Columns of Short Bridges Accounting for Embankment Flexibility. ASCE Journal of Structural Engineering; 130(10):1515-1528, 2004.
    • (2004) ASCE Journal of Structural Engineering , vol.130 , Issue.10 , pp. 1515-1528
    • Inel, M.1    Aschheim, M.A.2
  • 5
    • 78349281623 scopus 로고    scopus 로고
    • Seismic assessment of bridges accounting for nonlinear material and soil response, and varying boundary conditions
    • DOI: 10.1007/978-90-481-2697-2-15, 2009
    • A. J. Kappos, A. G. Sextos, Seismic assessment of bridges accounting for nonlinear material and soil response, and varying boundary conditions. NATO Science for Peace and Security Series C: Environmental Security, 2009, III, 195-208, DOI: 10.1007/978-90-481-2697-2-15, 2009.
    • (2009) NATO Science for Peace and Security Series C: Environmental Security , vol.3 , pp. 195-208
    • Kappos, A.J.1    Sextos, A.G.2
  • 7
    • 84863521181 scopus 로고    scopus 로고
    • Seismic design of bridges with the participation of seat-type abutments
    • S. A. Mitoulis, Seismic design of bridges with the participation of seat-type abutments, Engineering Structures, 44:222-233, 2012.
    • (2012) Engineering Structures , vol.44 , pp. 222-233
    • Mitoulis, S.A.1
  • 8
    • 35348887735 scopus 로고    scopus 로고
    • Implications of design assumptions on capacity estimates and demand predictions of multispan curved bridges
    • A. Mwafy, A. Elnashai, W. H. Yen, Implications of Design Assumptions on Capacity Estimates and Demand Predictions of Multispan Curved Bridges. ASCE Journal of Bridge Engineering; 12(6):710-726, 2007.
    • (2007) ASCE Journal of Bridge Engineering , vol.12 , Issue.6 , pp. 710-726
    • Mwafy, A.1    Elnashai, A.2    Yen, W.H.3
  • 10
    • 0036838197 scopus 로고    scopus 로고
    • Kinematic response functions and dynamic stiffnesses of bridge embankments
    • J. Zhang, N. Makris, Kinematic response functions and dynamic stiffnesses of bridge embankments. Earthquake Engineering and Structural Dynamics; 31(11):1933-1966, 2002.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , Issue.11 , pp. 1933-1966
    • Zhang, J.1    Makris, N.2
  • 11
    • 13844298884 scopus 로고    scopus 로고
    • Seismic design of columns of short bridges accounting for embankment flexibility
    • M. Inel, M. A. Aschheim, Seismic Design of Columns of Short Bridges Accounting for Embankment Flexibility. ASCE Journal of Structural Engineering; 130(10):1515-1528, 2004.
    • (2004) ASCE Journal of Structural Engineering , vol.130 , Issue.10 , pp. 1515-1528
    • Inel, M.1    Aschheim, M.A.2
  • 12
    • 18744373345 scopus 로고    scopus 로고
    • Integral abutment-backfill behavior on sand soil-pushover analysis approach
    • M. Dicleli, Integral Abutment-Backfill Behavior on Sand Soil-Pushover Analysis Approach. ASCE Journal of Bridge Engineering; 10(3), 354-364, 2005.
    • (2005) ASCE Journal of Bridge Engineering , vol.10 , Issue.3 , pp. 354-364
    • Dicleli, M.1
  • 13
    • 0003498981 scopus 로고    scopus 로고
    • AASHTO HB-17, 17th Edition American Association of State and Highway Transportation Officials
    • AASHTO HB-17, Standard Specifications for Highway Bridges, 17th Edition American Association of State and Highway Transportation Officials, 2002.
    • (2002) Standard Specifications for Highway Bridges
  • 14
    • 84859321523 scopus 로고    scopus 로고
    • CalTrans, Version 1.6. California Department of Transportation, Sacremento, CA
    • CalTrans, Seismic Design Criteria, Version 1.6. California Department of Transportation, Sacremento, CA, 2010.
    • (2010) Seismic Design Criteria
  • 23
    • 77951212595 scopus 로고    scopus 로고
    • Validated simulation models for lateral response of bridge abutments with typical backfills
    • A. Shamsabadi, P. K. Tehrani, J. P. Stewart, E. Taciroglu, Validated Simulation Models for Lateral Response of Bridge Abutments with Typical Backfills. ASCE Journal of Bridge Engineering; 15(3):302-311, 2010.
    • (2010) ASCE Journal of Bridge Engineering , vol.15 , Issue.3 , pp. 302-311
    • Shamsabadi, A.1    Tehrani, P.K.2    Stewart, J.P.3    Taciroglu, E.4
  • 24
    • 84857202504 scopus 로고    scopus 로고
    • Earthquake damage to bridges
    • Wai-Fah Chen and Lian Duan Boca Raton: CRC Press
    • J. P. Moehle, M. O. Eberhard, Earthquake damage to bridges. Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000.
    • (2000) Bridge Engineering Handbook
    • Moehle, J.P.1    Eberhard, M.O.2
  • 25
    • 0032076339 scopus 로고    scopus 로고
    • Pounding of superstructure segments in isolated elevated bridge during earthquakes
    • R. Jankowski, K. Wilde and Y. Fujino. Pounding of superstructure segments in isolated elevated bridge during earthquakes. Earthquake Engineering & Structural Dynamics; 27(5):487-502, 1998.
    • (1998) Earthquake Engineering & Structural Dynamics , vol.27 , Issue.5 , pp. 487-502
    • Jankowski, R.1    Wilde, K.2    Fujino, Y.3
  • 27
    • 3042642198 scopus 로고    scopus 로고
    • Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems
    • S. A. Anagnostopoulos, Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems. Earthquake Engineering and Structural Dynamics; 33(8):897-902, 2004.
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , Issue.8 , pp. 897-902
    • Anagnostopoulos, S.A.1
  • 28
    • 34247648717 scopus 로고    scopus 로고
    • Seismic fragility methodology for highway bridges using a component level approach
    • B. G. Nielson, R. Des Roches, Seismic fragility methodology for highway bridges using a component level approach. Earthquake Engineering Structural Dynamics 36(6), 823-839, 2007.
    • (2007) Earthquake Engineering Structural Dynamics , vol.36 , Issue.6 , pp. 823-839
    • Nielson, B.G.1    Des Roches, R.2
  • 30
    • 84876305049 scopus 로고    scopus 로고
    • Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls
    • S. Argyroudis, A. M. Kaynia, K. Pitilakis, Development of fragility functions for geotechnical constructions: application to cantilever retaining walls. Soil Dynamics and Earthquake Engineering, http://dx.doi.org/10.1016/j. soildyn. 2013.02.014, 50, 2013.
    • (2013) Soil Dynamics and Earthquake Engineering , pp. 50
    • Argyroudis, S.1    Kaynia, A.M.2    Pitilakis, K.3
  • 31
    • 84903388986 scopus 로고    scopus 로고
    • Reduction of inertial seismic forces in bridges by using the abutment backwall as a "yielding" stopper"
    • Skiathos, Greece, Chapter V
    • S. A. Mitoulis, I. A. Tegos, Reduction of inertial seismic forces in bridges by using the abutment backwall as a "yielding" stopper" Proc., Earthquake Resistant Engineering Structures (ERES), Skiathos, Greece, Chapter V, 507-520, 2005.
    • (2005) Proc., Earthquake Resistant Engineering Structures (ERES) , pp. 507-520
    • Mitoulis, S.A.1    Tegos, I.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.