| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Ageing effects in the shear modulus of soils
|
Troncoso, J.H
|
|
2000
|
|
8 |
p. 595-601
7 p.
|
artikel
|
| 2 |
A micro-mechanical investigation of the dynamic response and liquefaction of saturated granular soils
|
Shamy, U. El
|
|
2007
|
|
8 |
p. 712-729
18 p.
|
artikel
|
| 3 |
Analytical approach for evaluation of the seismic ground motion coherency function
|
Laouami, N.
|
|
2001
|
|
8 |
p. 727-733
7 p.
|
artikel
|
| 4 |
An effective fixed-base model with classical normal modes for soil–structure interaction systems
|
Wu, W.-H.
|
|
2001
|
|
8 |
p. 689-698
10 p.
|
artikel
|
| 5 |
A neural network model for liquefaction-induced horizontal ground displacement
|
Wang, J.
|
|
1999
|
|
8 |
p. 555-568
14 p.
|
artikel
|
| 6 |
An experimental study of the liquefaction strength of silty sands in terms of the state parameter
|
Stamatopoulos, Constantine A.
|
|
2010
|
|
8 |
p. 662-678
17 p.
|
artikel
|
| 7 |
An experimental study on using MR damper to mitigate longitudinal seismic response of a suspension bridge
|
Yang, Meng-Gang
|
|
2011
|
|
8 |
p. 1171-1181
11 p.
|
artikel
|
| 8 |
Announcement
|
|
|
2003
|
|
8 |
p. V-
1 p.
|
artikel
|
| 9 |
Annual index, volume 10, 1991
|
|
|
1991
|
|
8 |
p. 440-
1 p.
|
artikel
|
| 10 |
A note on attenuation of earthquake intensity in Macedonia
|
Timiovska, L.S.
|
|
1992
|
|
8 |
p. 457-463
7 p.
|
artikel
|
| 11 |
A note on computing uniform risk spectra from intensity data on earthquake occurrences
|
Gupta, I.D.
|
|
1991
|
|
8 |
p. 407-413
7 p.
|
artikel
|
| 12 |
A note on the differences in magnitudes estimated from strong motion data and from Wood-Anderson seismometer
|
Trifunac, M.D.
|
|
1991
|
|
8 |
p. 423-428
6 p.
|
artikel
|
| 13 |
A numerical investigation into effects of single and multiple frequency earthquake motions
|
Ghosh, B.
|
|
2003
|
|
8 |
p. 691-704
14 p.
|
artikel
|
| 14 |
Application of experimental results on cyclic deforming of soils to seismic response analysis
|
Muravskii, G.B.
|
|
2001
|
|
8 |
p. 661-669
9 p.
|
artikel
|
| 15 |
A review of reference models for assessing inelastic seismic torsional effects in buildings
|
Correnza, J.C.
|
|
1992
|
|
8 |
p. 465-484
20 p.
|
artikel
|
| 16 |
A simple approach to integration of acceleration data for dynamic soil–structure interaction analysis
|
Yang, J.
|
|
2006
|
|
8 |
p. 725-734
10 p.
|
artikel
|
| 17 |
A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soils
|
Bhattacharya, S.
|
|
2009
|
|
8 |
p. 1220-1235
16 p.
|
artikel
|
| 18 |
A study on determining the theoretical dispersion curve for Rayleigh wave propagation
|
Kumar, Jyant
|
|
2011
|
|
8 |
p. 1196-1202
7 p.
|
artikel
|
| 19 |
A synthetic optimization analysis method on structures with viscoelastic dampers
|
Xu, Zhao-Dong
|
|
2003
|
|
8 |
p. 683-689
7 p.
|
artikel
|
| 20 |
A time-domain viscous damping model based on frequency-dependent damping ratios
|
Chang, Der-Wen
|
|
2000
|
|
8 |
p. 551-558
8 p.
|
artikel
|
| 21 |
A uniform approach to seismic site effect analysis in Bucharest, Romania
|
Wirth, W.
|
|
2003
|
|
8 |
p. 737-758
22 p.
|
artikel
|
| 22 |
A united deformation-strength framework for Lightweight Sand–EPS Beads Soil (LSES) under cyclic loading
|
Gao, Yufeng
|
|
2011
|
|
8 |
p. 1144-1153
10 p.
|
artikel
|
| 23 |
Calendar of Events
|
|
|
2009
|
|
8 |
p. I-
1 p.
|
artikel
|
| 24 |
Calendar of Events
|
|
|
2011
|
|
8 |
p. IV-
1 p.
|
artikel
|
| 25 |
Characterizing and quantifying earthquake-induced site nonlinearity
|
Zhang, Ray Ruichong
|
|
2006
|
|
8 |
p. 799-812
14 p.
|
artikel
|
| 26 |
Comparison of the attenuation properties for two different areas in eastern Anatolia, Turkey
|
Aydin, Ufuk
|
|
2011
|
|
8 |
p. 1192-1195
4 p.
|
artikel
|
| 27 |
conferenceannouncement
|
|
|
2001
|
|
8 |
p. 741-
1 p.
|
artikel
|
| 28 |
Contents of Volume
|
|
|
2003
|
|
8 |
p. I-IV
nvt p.
|
artikel
|
| 29 |
Contents of volume 15
|
|
|
1996
|
|
8 |
p. 561-563
3 p.
|
artikel
|
| 30 |
Contents of volume 11
|
|
|
1992
|
|
8 |
p. 509-511
3 p.
|
artikel
|
| 31 |
Contents of volume 12
|
|
|
1993
|
|
8 |
p. 509-511
3 p.
|
artikel
|
| 32 |
Corrigendum to ‘‘Seismic damage evaluation in urban areas using a capacity spectrum based method: Application to Barcelona’’ [Soil Dynamics and Earthquake Engineering 28 (10–11) (2008) 851–865]
|
Barbat, Alex H
|
|
2010
|
|
8 |
p. 767-
1 p.
|
artikel
|
| 33 |
Damaging potential of low-magnitude near-field earthquakes on low-rise shear walls
|
Brun, M.
|
|
2004
|
|
8 |
p. 587-603
17 p.
|
artikel
|
| 34 |
Dam-reservoir-massed foundation system and travelling wave along reservoir bottom
|
Mirzabozorg, H.
|
|
2010
|
|
8 |
p. 746-756
11 p.
|
artikel
|
| 35 |
Delay time optimization in blasting operations for mitigating the vibration-effects on final pit walls' stability
|
Shi, X.Z.
|
|
2011
|
|
8 |
p. 1154-1158
5 p.
|
artikel
|
| 36 |
Delineation of probable seismic sources in India and neighbourhood by a comprehensive analysis of seismotectonic characteristics of the region
|
Gupta, I.D.
|
|
2006
|
|
8 |
p. 766-790
25 p.
|
artikel
|
| 37 |
Determination of dispersive phase velocities for SASW method using harmonic wavelet transform
|
Kim, Dong-Soo
|
|
2002
|
|
8 |
p. 675-684
10 p.
|
artikel
|
| 38 |
Diffraction of SV waves by underground, circular, cylindrical cavities
|
Lee, V.W
|
|
1992
|
|
8 |
p. 445-456
12 p.
|
artikel
|
| 39 |
3D seismic response of a limited valley via BEM using 2.5D analytical Green's functions for an infinite free-rigid layer
|
António, Julieta
|
|
2002
|
|
8 |
p. 659-673
15 p.
|
artikel
|
| 40 |
Dynamic analysis of a beam resting on an elastic half-space with inertial properties
|
Guenfoud, S.
|
|
2009
|
|
8 |
p. 1198-1207
10 p.
|
artikel
|
| 41 |
Dynamic effects in a saturated layered soil deposit: centrifuge modeling
|
Krstelj, Igor
|
|
1992
|
|
8 |
p. 485-496
12 p.
|
artikel
|
| 42 |
Dynamic parameters of structures extracted from ambient vibration measurements: An aid for the seismic vulnerability assessment of existing buildings in moderate seismic hazard regions
|
Michel, Clotaire
|
|
2008
|
|
8 |
p. 593-604
12 p.
|
artikel
|
| 43 |
Dynamic properties and liquefaction resistance of two soil materials in an earthfill dam—Laboratory test results
|
Xenaki, V.C.
|
|
2008
|
|
8 |
p. 605-620
16 p.
|
artikel
|
| 44 |
Dynamics of piles and pile groups in layered soil media
|
Kaynia, Amir M.
|
|
1991
|
|
8 |
p. 386-401
16 p.
|
artikel
|
| 45 |
Dynamics of Rayleigh beam on nonlinear foundation due to moving load using Adomian decomposition and coiflet expansion
|
Hryniewicz, Zdzislaw
|
|
2011
|
|
8 |
p. 1123-1131
9 p.
|
artikel
|
| 46 |
Dynamic soil parameters determination by geophysical prospecting in Mexico City: implication for site effect modeling
|
Jongmans, D.
|
|
1996
|
|
8 |
p. 549-559
11 p.
|
artikel
|
| 47 |
Earthquake damage to earth dams in Japan—maximum epicentral distance to cause damage as a function of magnitude
|
Tani, S
|
|
1999
|
|
8 |
p. 593-602
10 p.
|
artikel
|
| 48 |
Earthquake hazard in Marmara Region, Turkey
|
Erdik, M.
|
|
2004
|
|
8 |
p. 605-631
27 p.
|
artikel
|
| 49 |
Earthquake performance assessment and retrofit investigations of two suspension bridges in Istanbul
|
Memisoglu Apaydın, Nurdan
|
|
2010
|
|
8 |
p. 702-710
9 p.
|
artikel
|
| 50 |
Earthquake resistant construction techniques and materials on Byzantine monuments in Kiev
|
Moropoulou, A.
|
|
2000
|
|
8 |
p. 603-615
13 p.
|
artikel
|
| 51 |
Editorial Board
|
|
|
2003
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 52 |
Editorial Board / Aims and Scope
|
|
|
2008
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 53 |
Editorial Board / Aims and Scope
|
|
|
2006
|
|
8 |
p. CO2-
1 p.
|
artikel
|
| 54 |
Editorial Board / Aims and Scope
|
|
|
2007
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 55 |
Editorial Board / Aims and Scope
|
|
|
2010
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 56 |
Editorial Board / Aims and Scope
|
|
|
2009
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 57 |
Editorial Board / Aims and Scope
|
|
|
2004
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 58 |
Editorial Board / Aims and Scope
|
|
|
2011
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 59 |
Effect of depth of soil stratum on performance of buildings for site-specific earthquakes
|
Kamatchi, P.
|
|
2010
|
|
8 |
p. 647-661
15 p.
|
artikel
|
| 60 |
Effect of non-linear soil–structure interaction on seismic response of tall slender structures
|
Halabian, Amir M.
|
|
2002
|
|
8 |
p. 639-658
20 p.
|
artikel
|
| 61 |
Effect of unsupported sleepers on wheel/rail normal load
|
Zhang, Shuguang
|
|
2008
|
|
8 |
p. 662-673
12 p.
|
artikel
|
| 62 |
Efficient 3D nonlinear Winkler model for shallow foundations
|
El Ganainy, H.
|
|
2009
|
|
8 |
p. 1236-1248
13 p.
|
artikel
|
| 63 |
Elasto-plastic long-term behavior of granular soils: Modelling and experimental validation
|
Karg, C.
|
|
2010
|
|
8 |
p. 635-646
12 p.
|
artikel
|
| 64 |
Embedment effects of flexible foundations on control of structures
|
Amini, Fereidoun
|
|
2011
|
|
8 |
p. 1081-1093
13 p.
|
artikel
|
| 65 |
Empirical equations for the prediction of displacement spectrum intensity and its correlation with other intensity measures
|
Bradley, Brendon A.
|
|
2011
|
|
8 |
p. 1182-1191
10 p.
|
artikel
|
| 66 |
Erratum to: “Influence of water saturation on horizontal and vertical motion at a porous soil interface induced by incident SV wave” [Soil Dynamics and Earthquake Engineering, 2000; 19(5): 339–346]
|
Yang, Jun
|
|
2000
|
|
8 |
p. 617-
1 p.
|
artikel
|
| 67 |
Evaluation of hard rock spectral models for the Taiwan region on the basis of the 1999 Chi–Chi earthquake data
|
Sokolov, Vladimir Yu.
|
|
2003
|
|
8 |
p. 715-735
21 p.
|
artikel
|
| 68 |
Evaluation of models for Fourier amplitude spectra for the Taiwan region
|
Sokolov, Vladimir
|
|
2002
|
|
8 |
p. 719-731
13 p.
|
artikel
|
| 69 |
Evaluation of shear wave velocity profile using SPT based uphole method
|
Bang, Eun-Seok
|
|
2007
|
|
8 |
p. 741-758
18 p.
|
artikel
|
| 70 |
Evaluation of track stiffness with a vibrator for prediction of train-induced displacement on railway embankments
|
With, Christoffer
|
|
2009
|
|
8 |
p. 1187-1197
11 p.
|
artikel
|
| 71 |
Experimental developments for studying static and seismic behavior of retaining walls with liquefiable backfills
|
Dewoolkar, M.M
|
|
2000
|
|
8 |
p. 583-593
11 p.
|
artikel
|
| 72 |
Field studies on dynamic properties of reinforced earth
|
Boominathan, S.
|
|
1991
|
|
8 |
p. 402-406
5 p.
|
artikel
|
| 73 |
Fuzzy neural network models for liquefaction prediction
|
Rahman, M.S
|
|
2002
|
|
8 |
p. 685-694
10 p.
|
artikel
|
| 74 |
Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, M s =8.0
|
Cao, Zhenzhong
|
|
2011
|
|
8 |
p. 1132-1143
12 p.
|
artikel
|
| 75 |
Identification and modeling of earthquake ground response — II. Site liquefaction
|
Zeghal, Mourad
|
|
1996
|
|
8 |
p. 523-547
25 p.
|
artikel
|
| 76 |
Identification and modeling of earthquake ground response — I. Site amplification
|
Elgamal, A.-W.
|
|
1996
|
|
8 |
p. 499-522
24 p.
|
artikel
|
| 77 |
Identification of soil–structure interaction effect in base-isolated bridges from earthquake records
|
Chaudhary, M.T.A.
|
|
2001
|
|
8 |
p. 713-725
13 p.
|
artikel
|
| 78 |
Inelastic torsional response of buildings to the 1985 Mexican earthquake: a parametric study
|
Chandler, A.M.
|
|
1991
|
|
8 |
p. 429-439
11 p.
|
artikel
|
| 79 |
Influence of soft clays on the response spectra for structures in eastern Canada
|
Tinawi, René
|
|
1993
|
|
8 |
p. 469-477
9 p.
|
artikel
|
| 80 |
Influence of water saturation on horizontal and vertical motion at a porous soil interface induced by incident P wave
|
Yang, Jun
|
|
2000
|
|
8 |
p. 575-581
7 p.
|
artikel
|
| 81 |
Inversion of SASW dispersion curves based on maximum flexibility coefficients in the wave number domain
|
Ali Zomorodian, S.M.
|
|
2006
|
|
8 |
p. 735-752
18 p.
|
artikel
|
| 82 |
Lateral response of dams in semi-elliptical rigid canyons
|
Dakoulas, P.
|
|
1993
|
|
8 |
p. 497-507
11 p.
|
artikel
|
| 83 |
Late resonant response at Texcoco, Valley of Mexico, during distant earthquakes
|
(Bill) Stephenson, W.R.
|
|
2006
|
|
8 |
p. 791-798
8 p.
|
artikel
|
| 84 |
Liquefaction damage potential for seismic hazard evaluation in urbanized areas
|
Vessia, G.
|
|
2011
|
|
8 |
p. 1094-1105
12 p.
|
artikel
|
| 85 |
Modeling of energy dissipation in structural devices and foundation soil during seismic loading
|
Gajan, Sivapalan
|
|
2011
|
|
8 |
p. 1106-1122
17 p.
|
artikel
|
| 86 |
Numerical analysis on dynamic deformation mechanism of soils under blast loading
|
Wang, Zhongqi
|
|
2003
|
|
8 |
p. 705-714
10 p.
|
artikel
|
| 87 |
Numerical modeling for wave–seabed–pipe interaction in a non-homogeneous porous seabed
|
Jeng, D.S.
|
|
2001
|
|
8 |
p. 699-712
14 p.
|
artikel
|
| 88 |
One and two-dimensional maximum softening damage indicators for reinforced concrete structures under seismic excitation
|
Nielsen, S.R.K.
|
|
1992
|
|
8 |
p. 435-443
9 p.
|
artikel
|
| 89 |
On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson's ratio of quartz sands
|
Wichtmann, T.
|
|
2010
|
|
8 |
p. 757-766
10 p.
|
artikel
|
| 90 |
On the reoccurrence of site specific response
|
Trifunac, M.D
|
|
1999
|
|
8 |
p. 569-592
24 p.
|
artikel
|
| 91 |
Permanent deformations and strains in a shear building excited by a strong motion pulse
|
Gicev, V.
|
|
2007
|
|
8 |
p. 774-792
19 p.
|
artikel
|
| 92 |
Pile–soil–pile interaction in pile groups with batter piles under dynamic loads
|
Ghasemzadeh, Hasan
|
|
2011
|
|
8 |
p. 1159-1170
12 p.
|
artikel
|
| 93 |
Prediction and validation of traffic vibration reduction due to cement column stabilization
|
Peplow, Andrew T.
|
|
2007
|
|
8 |
p. 793-802
10 p.
|
artikel
|
| 94 |
Preliminary results of the modelling of the Mexico City valley with a two-dimensional boundary element method for the scattering of SH waves
|
Reinoso, E.
|
|
1993
|
|
8 |
p. 457-468
12 p.
|
artikel
|
| 95 |
Properties of the innovations sequence provided by fitting a three-dimensional time-varying AR-model to a strong motion seismogram
|
Tomizawa, Minoru
|
|
1993
|
|
8 |
p. 479-495
17 p.
|
artikel
|
| 96 |
Re-occurrence of site-specific response in former Yugoslavia—part II: Friuli, Banja Luka and Kopaonik
|
Trifunac, M.D.
|
|
2003
|
|
8 |
p. 663-681
19 p.
|
artikel
|
| 97 |
Re-occurrence of site-specific response in former Yugoslavia—part 1: Montenegro
|
Trifunac, M.D.
|
|
2003
|
|
8 |
p. 637-661
25 p.
|
artikel
|
| 98 |
Resonance and criticality measure of ground motions via probabilistic critical excitation method
|
Takewaki, Izuru
|
|
2001
|
|
8 |
p. 645-659
15 p.
|
artikel
|
| 99 |
Response of L-shaped rigid foundations embedded in a uniform half-space to traveling seismic waves
|
Suárez, Martha
|
|
2002
|
|
8 |
p. 625-637
13 p.
|
artikel
|
| 100 |
Response of pendulums to complex input ground motion
|
Graizer, Vladimir
|
|
2008
|
|
8 |
p. 621-631
11 p.
|
artikel
|
| 101 |
Response of soil media due to impulse loads and isolation using trenches
|
Shrivastava, R.K.
|
|
2002
|
|
8 |
p. 695-702
8 p.
|
artikel
|
| 102 |
Rocking response of flexible circular foundations on layered media
|
Gucunski, Nenad
|
|
1996
|
|
8 |
p. 485-497
13 p.
|
artikel
|
| 103 |
Scaling of response spectrum and duration for aftershocks
|
Das, S.
|
|
2010
|
|
8 |
p. 724-735
12 p.
|
artikel
|
| 104 |
Seismic analysis of infinite pile groups in liquefiable soil
|
Klar, Assaf
|
|
2004
|
|
8 |
p. 565-575
11 p.
|
artikel
|
| 105 |
Seismic hazard and uncertainty analysis of the Taiwan area
|
Loh, Chin-Hsiung
|
|
1992
|
|
8 |
p. 497-508
12 p.
|
artikel
|
| 106 |
Seismic response of multistoried buildings including the effects of soil-structure interaction
|
Gupta, V.K.
|
|
1991
|
|
8 |
p. 414-422
9 p.
|
artikel
|
| 107 |
Seismic site effects by an optimized 2D BE/FE method II. Quantification of site effects in two-dimensional sedimentary valleys
|
Gatmiri, B.
|
|
2008
|
|
8 |
p. 646-661
16 p.
|
artikel
|
| 108 |
Seismic site effects by an optimized 2D BE/FE method I. Theory, numerical optimization and application to topographical irregularities
|
Gatmiri, B.
|
|
2008
|
|
8 |
p. 632-645
14 p.
|
artikel
|
| 109 |
Seismic soil–pile interaction in liquefiable soil
|
Klar, Assaf
|
|
2004
|
|
8 |
p. 551-564
14 p.
|
artikel
|
| 110 |
Shear wave velocities of Mississippi embayment soils from low frequency surface wave measurements
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