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                             130 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 A benchmark algorithm for elastoplasticity with multiple yield surfaces Bardet, J.P.
1991
7 p. 341-347
7 p.
artikel
2 A comparison of two numerical models for the prediction of vibrations from underground railway traffic Gupta, S.
2007
7 p. 608-624
17 p.
artikel
3 A fundamental solution of a multilayered half-space due to an impulsive ring source Zeng, Sanping
2002
7 p. 541-550
10 p.
artikel
4 An absorbing boundary condition for wave propagation in saturated poroelastic media — Part I: Formulation and efficiency evaluation Degrande, G.
1993
7 p. 411-421
11 p.
artikel
5 An absorbing boundary condition for wave propagation in saturated poroelastic media — Part II: Finite element formulation Degrande, G.
1993
7 p. 423-432
10 p.
artikel
6 Analysis of buried pipelines subjected to reverse fault motion Joshi, Shantanu
2011
7 p. 930-940
11 p.
artikel
7 Analysis of ground motions at Treasure Island site during the 1989 Loma Prieta earthquake Finn, W.D.Liam
1993
7 p. 383-390
8 p.
artikel
8 Analysis of surface waves from the light weight deflectometer Ryden, Nils
2009
7 p. 1134-1142
9 p.
artikel
9 An energy-based envelope function for the stochastic simulation of earthquake accelerograms Stafford, P.J.
2009
7 p. 1123-1133
11 p.
artikel
10 A new site classification approach based on neural networks Yaghmaei-Sabegh, Saman
2011
7 p. 974-981
8 p.
artikel
11 An experimental investigation of vertical vibration of model footings on sand Al-Homoud, Azm S.
1996
7 p. 431-445
15 p.
artikel
12 An introduction to seismic isolation Mullen, C.L.
1993
7 p. 449-
1 p.
artikel
13 Announcement 2003
7 p. I-
1 p.
artikel
14 A note on a pseudo-natural SSI frequency for coupled soil–pile–structure systems Rovithis, E.N.
2011
7 p. 873-878
6 p.
artikel
15 A note on the measurement of travel times using bender and extender elements Kumar, Jyant
2010
7 p. 630-634
5 p.
artikel
16 Antiplane response of a dike on flexible embedded foundation to incident SH-waves Todorovska, M.I.
2001
7 p. 593-601
9 p.
artikel
17 Antiplane response of a dike with flexible soil-structure interface to incident SH waves Hayir, Abdul
2001
7 p. 603-613
11 p.
artikel
18 Apparent phase velocities and fundamental-mode phase velocities of Rayleigh waves Zhang, Shuang X.
2003
7 p. 563-569
7 p.
artikel
19 Application of Hilbert-Huang transform to characterize soil liquefaction and quay wall seismic responses modeled in centrifuge shaking-table tests Wei, Yu-Chen
2010
7 p. 614-629
16 p.
artikel
20 Assessment of silty sand liquefaction potential using hollow torsional tests—An energy approach Baziar, M.H.
2011
7 p. 857-865
9 p.
artikel
21 Assessment of variability and uncertainties effects on the seismic response of a liquefiable soil profile Lopez-Caballero, F.
2010
7 p. 600-613
14 p.
artikel
22 Attenuation relations of Arias intensity based on the Chi-Chi Taiwan earthquake data Hwang, H
2004
7 p. 509-517
9 p.
artikel
23 Authors' reply do discussion on ‘A review of reference models for assessing inelastic seismic torsional effects in buildings Correnza, J.C.
1993
7 p. 446-
1 p.
artikel
24 Calendar of Events 2010
7 p. IV-
1 p.
artikel
25 Calendar of Events 2009
7 p. I-
1 p.
artikel
26 Calibration of the specific barrier model to Iranian plateau earthquakes and development of physically based attenuation relationships for Iran Zafarani, H.
2008
7 p. 550-576
27 p.
artikel
27 Change in response of bridges isolated with LRBs due to lead core heating Ozdemir, Gokhan
2011
7 p. 921-929
9 p.
artikel
28 Characterisation of subsurface spatial variability using a cone resistivity penetrometer Yoon, Hyung-Koo
2011
7 p. 1064-1071
8 p.
artikel
29 Common problems in automatic digitization of strong motion accelerograms Trifunac, M.D
1999
7 p. 519-530
12 p.
artikel
30 Comparison of responses of various nonlinear reinforced concrete models Wang, Ming L.
1993
7 p. 433-444
12 p.
artikel
31 Consistent formulation of direct and substructure methods in nonlinear soil-structure interaction Aydinoğlu, M.Nuray
1993
7 p. 403-410
8 p.
artikel
32 Correlations of blast damage to ground surface targets with explosion seismic effect Zhang, Qi
2004
7 p. 519-525
7 p.
artikel
33 Critical evaluation of strong motion in Kocaeli and Düzce (Turkey) earthquakes Durukal, Eser
2002
7 p. 589-609
21 p.
artikel
34 Current state of research on flow failure considering void redistribution in liquefied deposits Kokusho, Takaji
2003
7 p. 585-603
19 p.
artikel
35 Cyclic shearing and liquefaction of soil under irregular loading: an incremental model for the dynamic earthquake-induced deformation Osinov, V.A.
2003
7 p. 535-548
14 p.
artikel
36 Damage-based inelastic response spectra for seismic design incorporating performance considerations Lu, Yong
2008
7 p. 536-549
14 p.
artikel
37 Damping formulation for nonlinear 1D site response analyses Phillips, Camilo
2009
7 p. 1143-1158
16 p.
artikel
38 Dependence of strong ground motion on magnitude-distance, site geology and macroseismic intensity for shallow earthquakes in Greece: I, Peak horizontal acceleration, velocity and displacement Theodulidis, N.P.
1992
7 p. 387-402
16 p.
artikel
39 Determination of first mode ground period and site-dependent design response spectrum for Taiwan High Speed Rail Chai, Juin-Fu
2004
7 p. 527-536
10 p.
artikel
40 Determination of the near field distance for point and line sources acting on the surface of an homogeneous and viscoelastic half-space Arcos, Robert
2011
7 p. 1072-1074
3 p.
artikel
41 Deterministic and probabilistic floor response spectra Paskalov, Aleksandar
2003
7 p. 605-618
14 p.
artikel
42 1D harmonic response of layered inhomogeneous soil: Analytical investigation Rovithis, E.N.
2011
7 p. 879-890
12 p.
artikel
43 Dimensional analysis of yielding and pounding structures for records without distinct pulses Dimitrakopoulos, Elias
2009
7 p. 1170-1180
11 p.
artikel
44 Discussion by Abbas Moustafa of ‘The effect of energy concentration of earthquake ground motions on the nonlinear response of RC structures’, Soil Dynamics and Earthquake Engineering, 2009, 29 (2), 292–299 Cao, H.
2009
7 p. 1184-1185
2 p.
artikel
45 Discussion of “The effect of energy concentration of earthquake ground motions on the nonlinear response of RC structures” by H. Cao, M.I. Friswell Moustafa, Abbas
2009
7 p. 1181-1183
3 p.
artikel
46 Discussion of the paper ‘A review of reference models for assessing inelastic seismic torsional effects in buildings’ Tso, W.K.
1993
7 p. 445-
1 p.
artikel
47 Dynamic analysis of a poroelastic half-plane soil medium under moving loads Theodorakopoulos, D.D.
2003
7 p. 521-533
13 p.
artikel
48 Dynamic analysis of stacked rigid blocks Spanos, Pol D.
2001
7 p. 559-578
20 p.
artikel
49 Dynamic soil–structure interaction analysis via coupled finite-element–boundary-element method Yazdchi, M.
1999
7 p. 499-517
19 p.
artikel
50 Editorial Board 2002
7 p. IFC-
1 p.
artikel
51 Editorial Board 2003
7 p. IFC-
1 p.
artikel
52 Editorial Board 2004
7 p. IFC-
1 p.
artikel
53 Editorial Board / Aims and Scope 2008
7 p. IFC-
1 p.
artikel
54 Editorial Board / Aims and Scope 2007
7 p. IFC-
1 p.
artikel
55 Editorial Board / Aims and Scope 2010
7 p. IFC-
1 p.
artikel
56 Editorial Board / Aims and Scope 2009
7 p. IFC-
1 p.
artikel
57 Editorial Board / Aims and Scope 2011
7 p. IFC-
1 p.
artikel
58 Effect of ground-motion asynchronism on the equivalent acceleration of earth dams Bilotta, Emilio
2010
7 p. 561-579
19 p.
artikel
59 Effects of random variations of soil properties on site amplification of seismic ground motions Wang, Sheng
2002
7 p. 551-564
14 p.
artikel
60 Efficiency of trenches along railways for trains moving at sub- or supersonic speeds Karlström, A.
2007
7 p. 625-641
17 p.
artikel
61 Empirical site response evaluations: case studies in Israel Gitterman, Y.
1996
7 p. 447-463
17 p.
artikel
62 Enhanced reduced model for elastic earthquake response analysis of a class of mono-symmetric shear building structures with constant eccentricity Adachi, Fuyuki
2011
7 p. 1040-1050
11 p.
artikel
63 Estimation of shallow subsurface shear-wave velocity by inverting fundamental and higher-mode Rayleigh waves Song, Xianhai
2007
7 p. 599-607
9 p.
artikel
64 Evaluation of liquefaction potential using neural-networks and CPT results Baziar, M.H.
2003
7 p. 631-636
6 p.
artikel
65 Evaluation of shear strength of rock joints subjected to cyclic loading Jafari, M.K
2003
7 p. 619-630
12 p.
artikel
66 Evaluation of undrained shear strains in multi-directional horizontal shaking Chang, Wen-Jong
2011
7 p. 906-920
15 p.
artikel
67 Exact solution for horizontal displacement at center of the surface of an elastic half space under horizontal impulsive punch loading Jin, Bo
1999
7 p. 495-498
4 p.
artikel
68 Experimental study of the dynamic interaction between the foundation of the NEES/UCSD Shake Table and the surrounding soil: Reaction block response Luco, J.E.
2011
7 p. 954-973
20 p.
artikel
69 Forced vertical vibration of rigid circular disc buried in an arbitrary depth of a transversely isotropic half space Eskandari-Ghadi, Morteza
2010
7 p. 547-560
14 p.
artikel
70 Ground motion modelling in Tehran based on the stochastic method Yaghmaei-Sabegh, Saman
2010
7 p. 525-535
11 p.
artikel
71 Identification of Fei-Tsui arch dam from both ambient and seismic response data Loh, Chin-Hsiung
1996
7 p. 465-483
19 p.
artikel
72 Influence of soil flexibility on the seismic behaviour of chimneys Navarro, C.
1992
7 p. 403-409
7 p.
artikel
73 Investigation of the dynamic response of rigid footings on tensionless Winkler foundation Psycharis, Ioannis N.
2008
7 p. 577-591
15 p.
artikel
74 Liquefaction behaviour of loose and compacted pond ash Jakka, Ravi S.
2010
7 p. 580-590
11 p.
artikel
75 Liquefaction of low plasticity silts Prakash, S.
1992
7 p. 373-379
7 p.
artikel
76 Local transmitting boundaries for transient elastic analysis Kellezi, L.
2000
7 p. 533-547
15 p.
artikel
77 Measurement of shallow shear wave velocities at a rock site using the ReMi technique Pancha, A.
2008
7 p. 522-535
14 p.
artikel
78 Modeling cyclic behavior of lightly overconsolidated clays in simple shear Pestana, J.M.
2000
7 p. 501-519
19 p.
artikel
79 Models for seismic records, why uniformly modulated ARMA Dargahi-Noubary, G.R.
1992
7 p. 381-385
5 p.
artikel
80 Modern approaches to plasticity Koyluoglu, U.
1993
7 p. 449-
1 p.
artikel
81 Neural network estimation of duration of strong ground motion using Japanese earthquake records Arjun, C.R.
2011
7 p. 866-872
7 p.
artikel
82 Nonlinear soil response as a natural passive isolation mechanism. Paper II. The 1933, Long Beach, California earthquake Trifunac, M.D.
2003
7 p. 549-562
14 p.
artikel
83 Nonstationary ARMA modeling of seismic motions Conte, J.P.
1992
7 p. 411-426
16 p.
artikel
84 Nonuniform earthquake input for arch dam–foundation interaction Szczesiak, T
1999
7 p. 487-493
7 p.
artikel
85 Numerical modelling of free field traffic-induced vibrations Lombaert, G.
2000
7 p. 473-488
16 p.
artikel
86 Numerical simulation of ground flow caused by seismic liquefaction Tamate, S.
1999
7 p. 473-485
13 p.
artikel
87 Numerical simulation of soil liquefaction due to earthquake loading Liyanathirana, D.S
2002
7 p. 511-523
13 p.
artikel
88 On the applicability of neural networks for soil dynamic amplification analysis Hurtado, J.E.
2001
7 p. 579-591
13 p.
artikel
89 On the use of the half-power bandwidth method to estimate damping in building structures Papagiannopoulos, George A.
2011
7 p. 1075-1079
5 p.
artikel
90 Optimal design of soil dynamic compaction using genetic algorithm and fuzzy system Pasdarpour, Maziar
2009
7 p. 1103-1112
10 p.
artikel
91 Optimum characteristic properties of isolators with bilinear force–displacement hysteresis for seismic protection of bridges built on various site soils Dicleli, Murat
2011
7 p. 982-995
14 p.
artikel
92 Rock falls induced by earthquakes: a statistical approach Marzorati, S
2002
7 p. 565-577
13 p.
artikel
93 Rocking vibrations of rigid disk on saturated poroelastic medium Jin, Bo
2000
7 p. 469-472
4 p.
artikel
94 Scattering of seismic waves by cracks in multi-layered geological regions Dineva, P.S.
2001
7 p. 615-625
11 p.
artikel
95 Scattering of seismic waves by cracks in multi-layered geological regions Dineva, Petia S
2001
7 p. 627-641
15 p.
artikel
96 Seismic behaviour of flexible retaining systems subjected to short-duration moderately strong excitation Gazetas, G
2004
7 p. 537-550
14 p.
artikel
97 Seismic hazard assessment for the Itoiz dam site (Western Pyrenees, Spain) García-Mayordomo, J.
2011
7 p. 1051-1063
13 p.
artikel
98 Seismic parameters characterization at Texcoco lake, Mexico Mayoral, Juan M.
2008
7 p. 507-521
15 p.
artikel
99 Seismic response of slender rigid structures with foundation uplifting Apostolou, Marios
2007
7 p. 642-654
13 p.
artikel
100 Selecting and scaling real ground motion records using harmony search algorithm Haydar Kayhan, Ali
2011
7 p. 941-953
13 p.
artikel
101 Simplified subgrade model for three-dimensional soil-foundation interaction analysis Nogami, Toyoaki
1996
7 p. 419-429
11 p.
artikel
102 Site amplification in lava rock on soft sediments Bessason, B.
2002
7 p. 525-540
16 p.
artikel
103 Site amplification of S-waves in Bursa City and its vicinity, Northwestern Turkey: comparison of different approaches Akyol, Nihal
2002
7 p. 579-587
9 p.
artikel
104 Soil characteristics and site effect assessment in the city of Delhi (India) using H/V and f–k methods Mundepi, A.K.
2010
7 p. 591-599
9 p.
artikel
105 Soil mechanics for unsaturated soils Koyluoglu, U.
1993
7 p. 449-450
2 p.
artikel
106 Soil–pile-bridge structure interaction in liquefying ground using shake table testing Gao, Xia
2011
7 p. 1009-1017
9 p.
artikel
107 Soil structure interactions to stress pulses traveling through the soil Theocaris, P.S.
1991
7 p. 348-356
9 p.
artikel
108 Some inverse problems in seismic mechanics Hadjikov, I.
1991
7 p. 334-340
7 p.
artikel
109 Spatial sensitivity of seismic hazard results to different background seismic activity and temporal earthquake occurrence models Yilmaz, Nazan
2011
7 p. 1027-1039
13 p.
artikel
110 Spatial variability of liquefaction potential in regional mapping using CPT and SPT data Lenz, Jennifer A.
2007
7 p. 690-702
13 p.
artikel
111 Spectral shape proxies and nonlinear structural response Bojórquez, Edén
2011
7 p. 996-1008
13 p.
artikel
112 Stone columns as liquefaction countermeasure in non-plastic silty soils Adalier, K
2003
7 p. 571-584
14 p.
artikel
113 Stress-strain transformations and liquefaction of sands Talaganov, Kosta V.
1996
7 p. 411-418
8 p.
artikel
114 Study on elastic response of structures to near-fault ground motions through record decomposition Farid Ghahari, S.
2010
7 p. 536-546
11 p.
artikel
115 System identification estimation of soil properties at the Lotung site Glaser, S.D
2000
7 p. 521-531
11 p.
artikel
116 The influence of dynamic soil–structure interaction on traffic induced vibrations in buildings François, S.
2007
7 p. 655-674
20 p.
artikel
117 Three-dimensional dynamic soil analysis of a live load in Ullevi Stadium Erlingsson, S
1999
7 p. 531-
1 p.
artikel
118 Time–frequency representation of earthquake accelerograms and inelastic structural response records using the adaptive chirplet decomposition and empirical mode decomposition Spanos, P.D.
2007
7 p. 675-689
15 p.
artikel
119 Transient kinematic pile bending in two-layer soil Sica, Stefania
2011
7 p. 891-905
15 p.
artikel
120 Travel distance of failed slopes during 2004 Chuetsu earthquake and its evaluation in terms of energy Kokusho, T.
2009
7 p. 1159-1169
11 p.
artikel
121 Tsunami hazard in the eastern Mediterranean and its connected seas: Towards a Tsunami warning center in Turkey Meral Ozel, Nurcan
2011
7 p. 1080-
1 p.
artikel
122 Two-dimensional scattering of SH waves in a soil layer underlain with a sloping bedrock Heymsfield, E.
2000
7 p. 489-500
12 p.
artikel
123 Two-phase elasto-plastic seismic response of earth dams: applications Yiagos, A.N.
1991
7 p. 371-381
11 p.
artikel
124 Two-phase elasto-plastic seismic response of earth dams: theory Yiagos, A.N.
1991
7 p. 357-370
14 p.
artikel
125 Undrained cyclic shear and deformation behavior of silt–clay mixtures of Adapazarı, Turkey Yılmaz, M.T
2004
7 p. 497-507
11 p.
artikel
126 Use of global ductility for design of structure–foundation systems Avilés, Javier
2011
7 p. 1018-1026
9 p.
artikel
127 Validation of a kinematic and parametric approach to calculating intensity scenarios Sirovich, Livio
2009
7 p. 1113-1122
10 p.
artikel
128 Velocity and attenuation of compressional waves in nearly saturated soils Bardet, J.P.
1993
7 p. 391-401
11 p.
artikel
129 Vertical S waves in soil stratum over halfspace Erlingsson, S.
1992
7 p. 427-434
8 p.
artikel
130 Viscous damping formulation and high frequency motion propagation in non-linear site response analysis Hashash, Youssef M.A.
2002
7 p. 611-624
14 p.
artikel
                             130 gevonden resultaten
 
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