-
2
-
-
77954612545
-
-
Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2007), Rethymnon, Greece
-
Kappos A, Potikas P, Sextos A. Seismic assessment of an overpass bridge accounting for non-linear material and soil response and varying boundary conditions. Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2007), Rethymnon, Greece, 2007.
-
(2007)
Seismic assessment of an overpass bridge accounting for non-linear material and soil response and varying boundary conditions
-
-
Kappos, A.1
Potikas, P.2
Sextos, A.3
-
3
-
-
27644450728
-
-
PEER Report 2003/16. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA
-
Mackie K, Stojadinovic B. Seismic demands for performance-based design of bridges. PEER Report 2003/16. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2003.
-
(2003)
Seismic demands for performance-based design of bridges
-
-
Mackie, K.1
Stojadinovic, B.2
-
4
-
-
77954568374
-
Part III
-
NATO Science for Peace and Security Series C: Environmental Security: Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation. Springer: Berlin
-
Sextos A, Taskari O. Single and multi-platform simulation of linear and non-linear bridge-soil systems. NATO Science for Peace and Security Series C: Environmental Security: Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation. Springer: Berlin, 2009; Part III, 225-239.
-
(2009)
Single and multi-platform simulation of linear and non-linear bridge-soil systems
, pp. 225-239
-
-
Sextos, A.1
Taskari, O.2
-
5
-
-
0025465648
-
Bridge abutments: formulation of a simple model for earthquake response analysis
-
Wilson JC, Tan BS. Bridge abutments: formulation of a simple model for earthquake response analysis. Journal of Engineering Mechanics 1990; 116(8):1828-1837.
-
(1990)
Journal of Engineering Mechanics
, vol.116
, Issue.8
, pp. 1828-1837
-
-
Wilson, J.C.1
Tan, B.S.2
-
6
-
-
0025466722
-
Bridge abutments: assessing their influence on earthquake response of Meloland road overpass
-
Wilson JC, Tan BS. Bridge abutments: assessing their influence on earthquake response of Meloland road overpass. Journal of Engineering Mechanics 1990; 116(8):1838-1856.
-
(1990)
Journal of Engineering Mechanics
, vol.116
, Issue.8
, pp. 1838-1856
-
-
Wilson, J.C.1
Tan, B.S.2
-
7
-
-
0000739877
-
Dynamic analysis of a skewed short-span, box-girder overpass
-
McCallen DB, Romstad KM. Dynamic analysis of a skewed short-span, box-girder overpass. Earthquake Spectra 1994; 10(4):729-755.
-
(1994)
Earthquake Spectra
, vol.10
, Issue.4
, pp. 729-755
-
-
McCallen, D.B.1
Romstad, K.M.2
-
8
-
-
0031070823
-
Evaluation of bridge abutment capacity and stiffness during earthquakes
-
Goel RK, Chopra AK. Evaluation of bridge abutment capacity and stiffness during earthquakes. Earthquake Spectra 1997; 13(1):1-23.
-
(1997)
Earthquake Spectra
, vol.13
, Issue.1
, pp. 1-23
-
-
Goel, R.K.1
Chopra, A.K.2
-
10
-
-
1642410160
-
-
CALTRANS. Version 1.4, California Department of Transportation, Sacramento, U.S.A
-
CALTRANS. CALTRANS Seismic Design Criteria, Version 1.4, California Department of Transportation, Sacramento, U.S.A. 2006.
-
(2006)
CALTRANS Seismic Design Criteria
-
-
-
13
-
-
0023164099
-
Seismic response of earth dams: Some recent developments
-
Gazetas G. Seismic response of earth dams: Some recent developments. Soil Dynamics and Earthquake Engineering 1987; 6(1):3-47.
-
(1987)
Soil Dynamics and Earthquake Engineering
, vol.6
, Issue.1
, pp. 3-47
-
-
Gazetas, G.1
-
16
-
-
13844298884
-
Seismic design of columns of short bridges accounting for embankment flexibility
-
Inel M, Aschheim MA. Seismic design of columns of short bridges accounting for embankment flexibility. Journal of Structural Engineering 2004; 130(10):1515-1528.
-
(2004)
Journal of Structural Engineering
, vol.130
, Issue.10
, pp. 1515-1528
-
-
Inel, M.1
Aschheim, M.A.2
-
17
-
-
0036837827
-
Kinematic response functions and dynamic stiffnesses of bridge embankments
-
Zhang J, Makris N. Kinematic response functions and dynamic stiffnesses of bridge embankments. Earthquake Engineering and Structural Dynamics 2002; 31:1967-1991.
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, pp. 1967-1991
-
-
Zhang, J.1
Makris, N.2
-
18
-
-
0036838197
-
Seismic response analysis of highway overcrossings including soil-structure interaction
-
Zhang J, Makris N. Seismic response analysis of highway overcrossings including soil-structure interaction. Earthquake Engineering and Structural Dynamics 2002; 31:1933-1966.
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, pp. 1933-1966
-
-
Zhang, J.1
Makris, N.2
-
20
-
-
0032141777
-
Effects of spatially varying ground motions on short bridges
-
Price TE, Eberhard MO. Effects of spatially varying ground motions on short bridges. Journal of Structural Engineering 1998; 124(8):948-955.
-
(1998)
Journal of Structural Engineering
, vol.124
, Issue.8
, pp. 948-955
-
-
Price, T.E.1
Eberhard, M.O.2
-
21
-
-
27644518696
-
Factors contributing to bridge-embankment interaction
-
Price TE, Eberhard MO. Factors contributing to bridge-embankment interaction. Journal of Structural Engineering 2005; 131(9):1345-1354.
-
(2005)
Journal of Structural Engineering
, vol.131
, Issue.9
, pp. 1345-1354
-
-
Price, T.E.1
Eberhard, M.O.2
-
27
-
-
65049088581
-
Assessment and modeling of embankment participation in the seismic response of integral abutment bridges
-
Kotsoglou A, Pantazopoulou S. Assessment and modeling of embankment participation in the seismic response of integral abutment bridges. Bulletin of Earthquake Engineering 2009; 7:343-361.
-
(2009)
Bulletin of Earthquake Engineering
, vol.7
, pp. 343-361
-
-
Kotsoglou, A.1
Pantazopoulou, S.2
-
28
-
-
2942672723
-
Applying incremental dynamic analysis
-
Vamvatsikos D, Cornell CA. Applying incremental dynamic analysis. Earthquake Spectra 2004; 20(2):523-553.
-
(2004)
Earthquake Spectra
, vol.20
, Issue.2
, pp. 523-553
-
-
Vamvatsikos, D.1
Cornell, C.A.2
-
29
-
-
0010932179
-
-
AASHTO-83 American Association of State Highway and Transportation Officials: Washington, DC
-
AASHTO-83, Guide Specifications for Seismic Design of Highway Bridges. American Association of State Highway and Transportation Officials: Washington, DC, 1988.
-
(1988)
Guide Specifications for Seismic Design of Highway, Bridges
-
-
-
30
-
-
0017946766
-
Shear moduli of sands under cyclic torsional shear loading
-
Iwasaki T, Tatsuoka F, Takagi Y. Shear moduli of sands under cyclic torsional shear loading. Soils and Foundations 1978; 18(1):39-56.
-
(1978)
Soils and Foundations
, vol.18
, Issue.1
, pp. 39-56
-
-
Iwasaki, T.1
Tatsuoka, F.2
Takagi, Y.3
-
31
-
-
0017982886
-
Hysteretic damping of sands under cyclic loading and its relation to shear modulus
-
Tatsuoka F, Iwasaki T, Takagi Y. Hysteretic damping of sands under cyclic loading and its relation to shear modulus. Soils and Foundations 1978; 18(2):25-40.
-
(1978)
Soils and Foundations
, vol.18
, Issue.2
, pp. 25-40
-
-
Tatsuoka, F.1
Iwasaki, T.2
Takagi, Y.3
-
33
-
-
0003992081
-
-
Report No. EERC70-10, University of California, Berkeley, CA
-
Seed HB, Idriss IM. Soil moduli and damping factors for dynamic response analysis. Report No. EERC70-10, University of California, Berkeley, CA, 1970.
-
(1970)
Soil moduli and damping factors for dynamic response analysis
-
-
Seed, H.B.1
Idriss, I.M.2
-
34
-
-
0032869823
-
Capacity spectrum method based on inelastic demand spectra
-
Fajfar P. Capacity spectrum method based on inelastic demand spectra. Earthquake Engineering and Structural Dynamics 1999; 28(9):979-993.
-
(1999)
Earthquake Engineering and Structural Dynamics
, vol.28
, Issue.9
, pp. 979-993
-
-
Fajfar, P.1
-
35
-
-
0001430832
-
A nonlinear analysis method for performance-based seismic design
-
Fajfar P. A nonlinear analysis method for performance-based seismic design. EERI Earthquake Spectra 2000; 16(3):573-592.
-
(2000)
EERI Earthquake Spectra
, vol.16
, Issue.3
, pp. 573-592
-
-
Fajfar, P.1
-
36
-
-
0042328489
-
Capacity-demand-diagram methods based on inelastic design spectrum
-
Chopra AK, Goel RK. Capacity-demand-diagram methods based on inelastic design spectrum. EERI Earthquake Spectra 1999; 15(4):637-656.
-
(1999)
EERI Earthquake Spectra
, vol.15
, Issue.4
, pp. 637-656
-
-
Chopra, A.K.1
Goel, R.K.2
-
37
-
-
0034187213
-
Yield point spectra for seismic design and rehabilitation Earthquake Spectra
-
Aschheim M, Black E. Yield point spectra for seismic design and rehabilitation, Earthquake Spectra. Earthquake Engineering Research Institute 2000; 16(2):317-335.
-
(2000)
Earthquake Engineering Research Institute
, vol.16
, Issue.2
, pp. 317-335
-
-
Aschheim, M.1
Black, E.2
-
39
-
-
0003900120
-
-
Report No. 46 National Bureau of Standards, U.S. Department of Commerce
-
Newmark NM, Hall WJ. Seismic design criteria for nuclear reactor facilities, building practices for disaster mitigation. Report No. 46, National Bureau of Standards, U.S. Department of Commerce, 1973; 209-236.
-
(1973)
Seismic design criteria for nuclear reactor facilities, building practices for disaster mitigation
, pp. 209-236
-
-
Newmark, N.M.1
Hall, W.J.2
-
40
-
-
0035450235
-
Inelastic response spectra using conventional and pulse R-factors
-
Cuesta I, Aschheim M. Inelastic response spectra using conventional and pulse R-factors. Journal of Structural Engineering 2001; 127(9):1013-1020.
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.9
, pp. 1013-1020
-
-
Cuesta, I.1
Aschheim, M.2
-
41
-
-
0037297358
-
Simplified R-factor relationships for strong ground motions
-
Cuesta I, Aschheim M, Fajfar P. Simplified R-factor relationships for strong ground motions. Earthquake Spectra 2003; 19(1):25-45.
-
(2003)
Earthquake Spectra
, vol.19
, Issue.1
, pp. 25-45
-
-
Cuesta, I.1
Aschheim, M.2
Fajfar, P.3
-
42
-
-
3142735149
-
Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems
-
Mavroeidis GP, Dong G, Papageorgiou AS. Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom (SDOF) systems. Earthquake Engineering and Structural Dynamics 2004; 33: 1023-1049.
-
(2004)
Earthquake Engineering and Structural Dynamics
, vol.33
, pp. 1023-1049
-
-
Mavroeidis, G.P.1
Dong, G.2
Papageorgiou, A.S.3
-
43
-
-
33751538601
-
Yielding oscillator subjected to simple pulse waveforms: numerical analysis & closed-form solutions
-
Mylonakis G, Voyagaki E. Yielding oscillator subjected to simple pulse waveforms: numerical analysis & closed-form solutions. Earthquake Engineering and Structural Dynamics 2006; 35(15):1949-1974.
-
(2006)
Earthquake Engineering and Structural Dynamics
, vol.35
, Issue.15
, pp. 1949-1974
-
-
Mylonakis, G.1
Voyagaki, E.2
-
44
-
-
0035297199
-
Deformation of reinforced concrete members at yielding and ultimate
-
Panagiotakos TB, Fardis MN. Deformation of reinforced concrete members at yielding and ultimate. ACI Structural Journal 2001; 98(2):135-148.
-
(2001)
ACI Structural Journal
, vol.98
, Issue.2
, pp. 135-148
-
-
Panagiotakos, T.B.1
Fardis, M.N.2
|