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                             57 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Analytical representation of phase characteristics for source time function modeled by stochastic impulse train Morikawa, Hitoshi
2002
9-12 p. 821-828
8 p.
artikel
2 An equivalent linear algorithm with frequency- and pressure-dependent moduli and damping for the seismic analysis of deep sites Assimaki, Dominic
2002
9-12 p. 959-965
7 p.
artikel
3 A new simple method to substantially increase the seismic stability of reinforced soil structures Shinoda, M
2002
9-12 p. 1115-1123
9 p.
artikel
4 A numerical model for dynamic soil liquefaction analysis Liyanapathirana, D.S
2002
9-12 p. 1007-1015
9 p.
artikel
5 Applications of wavelet analysis to the investigation of the dynamic behaviour of geotechnical structures Haigh, S.K
2002
9-12 p. 995-1005
11 p.
artikel
6 Assessment of seismic resistance of masonry structures including boundary conditions Juhásová, Emı́lia
2002
9-12 p. 1193-1197
5 p.
artikel
7 A stochastic approach to site-response component in seismic ground motion coherency model Liao, S.
2002
9-12 p. 813-820
8 p.
artikel
8 Bedrock structure in Adapazari, Turkey—a possible cause of severe damage by the 1999 Kociaeli earthquake Komazawa, Masao
2002
9-12 p. 829-836
8 p.
artikel
9 Centrifuge modeling of seismic behavior of a slope in liquefiable soil Taboada-Urtuzuastegui, V.M
2002
9-12 p. 1043-1049
7 p.
artikel
10 Characteristics of strong ground motion during the 1999 Chi-Chi earthquake (Taiwan) and large aftershocks: comparison with the previously established models Sokolov, Vladimir
2002
9-12 p. 781-790
10 p.
artikel
11 Correlation between ground failure and soil conditions in Adapazari, Turkey Sancio, R.B
2002
9-12 p. 1093-1102
10 p.
artikel
12 CPT site characterization for seismic hazards in the New Madrid seismic zone Liao, T.
2002
9-12 p. 943-950
8 p.
artikel
13 Development of an electrically-driven automatic downhole seismic source Casey, T.J
2002
9-12 p. 951-957
7 p.
artikel
14 Development of site-specific design ground motions in Western and Eastern North America Silva, Walter
2002
9-12 p. 755-764
10 p.
artikel
15 3D near-surface soil response from H/V ambient-noise ratios Woolery, Edward W.
2002
9-12 p. 865-876
12 p.
artikel
16 Dynamic failure numeric simulations of model concrete-faced rock-fill dam Kong, Xianjing
2002
9-12 p. 1131-1134
4 p.
artikel
17 Effectiveness of vertical drains in mitigation of liquefaction Brennan, A.J
2002
9-12 p. 1059-1065
7 p.
artikel
18 Effective stress analyses of liquefaction-induced deformation in river dikes Ozutsumi, O
2002
9-12 p. 1075-1082
8 p.
artikel
19 Estimation of local site effects by a generalized inversion scheme using observed records of ‘Small-Titan’ Shoji, Y.
2002
9-12 p. 855-864
10 p.
artikel
20 Evaluation of pile foundation response to lateral spreading Abdoun, Tarek
2002
9-12 p. 1051-1058
8 p.
artikel
21 Flow and deformation failure of sandy slopes Biondi, G
2002
9-12 p. 1103-1114
12 p.
artikel
22 Foundation design considerations for a pile supported critical facility Houston, Thomas W
2002
9-12 p. 1169-1174
6 p.
artikel
23 Fundamental period and mode shape of layered soil profiles Hadjian, A.H
2002
9-12 p. 885-891
7 p.
artikel
24 Ground motion evaluation procedures for performance-based design Stewart, Jonathan P
2002
9-12 p. 765-772
8 p.
artikel
25 Hybrid vibration experiments with a bridge foundation system model Kobayashi, Hiroshi
2002
9-12 p. 1135-1141
7 p.
artikel
26 Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand Gallagher, Patricia M
2002
9-12 p. 1017-1026
10 p.
artikel
27 Influence of the ground profile on the reduction of earthquake motion at the filled man-made islands in the Kobe harbor during the 1995 Hyogoken Nambu earthquake Fukusumi, Tadahiro
2002
9-12 p. 893-899
7 p.
artikel
28 Integration and influence of paleoseismic and geologic data for the seismic hazard evaluation in the Catalan coastal ranges, Spain Ojeda, Anı́bal
2002
9-12 p. 911-916
6 p.
artikel
29 Lifelines earthquake vulnerability assessment: a systemic approach Menoni, S
2002
9-12 p. 1199-1208
10 p.
artikel
30 Liquefaction-induced ground deformations at Hotel Sapanca during Kocaeli (Izmit),Turkey earthquake Cetin, K.Onder
2002
9-12 p. 1083-1092
10 p.
artikel
31 Liquefaction in silty soils—screening and remediation issues Thevanayagam, S
2002
9-12 p. 1035-1042
8 p.
artikel
32 Liquefaction strength of fly ash reinforced with randomly distributed fibers Boominathan, A
2002
9-12 p. 1027-1033
7 p.
artikel
33 Local system identification analyses of the dynamic response of soil systems Zeghal, Mourad
2002
9-12 p. 985-993
9 p.
artikel
34 Mitigation of lateral ground displacements of liquefied soils with underground barriers Arango, Ignacio
2002
9-12 p. 1067-1073
7 p.
artikel
35 Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading Li, J
2002
9-12 p. 977-983
7 p.
artikel
36 Nonlinearity in the response of soils in the 1995 Kobe earthquake in vertical components of records Pavlenko, O.
2002
9-12 p. 967-975
9 p.
artikel
37 Non-stationary response of structures excited by random seismic processes with time variable frequency content Náprstek, Jiřı́
2002
9-12 p. 1143-1150
8 p.
artikel
38 Piles in liquefiable soils: seismic analysis and design issues Finn, W.D.L
2002
9-12 p. 731-742
12 p.
artikel
39 Response of the Tarzana strong motion site during the 1994 Northridge earthquake Vahdani, Shahriar
2002
9-12 p. 837-848
12 p.
artikel
40 Seismic analysis of base-isolated liquid storage tanks using the BE–FE–BE coupling technique Kim, Moon Kyum
2002
9-12 p. 1151-1158
8 p.
artikel
41 Seismic behavior and retrofitting of joints in traditional timber roof structures Parisi, Maria A
2002
9-12 p. 1183-1191
9 p.
artikel
42 Seismic evaluation of existing nuclear facility using ambient vibration test to characterize dynamic behavior of the structure and microtremor measurements to characterize the soil: a case study Volant, Ph
2002
9-12 p. 1159-1167
9 p.
artikel
43 Seismic hazard in Takamatsu Japan from fault trenching and paleo-liquefaction studies Hasegawa, S
2002
9-12 p. 901-909
9 p.
artikel
44 Seismic hazard model for loss estimation and risk management in Taiwan Campbell, K.W.
2002
9-12 p. 743-754
12 p.
artikel
45 Seismic response analysis of laterally inhomogeneous ground with emphasis on strains Kamiyama, M.
2002
9-12 p. 877-884
8 p.
artikel
46 Seismic response of natural gas and water pipelines in the Ji-Ji earthquake Chen, Walter W
2002
9-12 p. 1209-1214
6 p.
artikel
47 Seismic site effects for shallow and deep alluvial basins: in-depth motion and focusing effect Semblat, J.F
2002
9-12 p. 849-854
6 p.
artikel
48 Simultaneous measurement and inversion of surface wave dispersion and attenuation curves Lai, Carlo G.
2002
9-12 p. 923-930
8 p.
artikel
49 Site effect on vulnerability of high-rise shear wall buildings under near and far field earthquakes Wen, Z.P.
2002
9-12 p. 1175-1182
8 p.
artikel
50 Spatial variation of seismic motion induced by propagation of body waves Zendagui, D.
2002
9-12 p. 805-811
7 p.
artikel
51 Surface and downhole shear wave seismic methods for thick soil site investigations Hunter, J.A
2002
9-12 p. 931-941
11 p.
artikel
52 The contribution of the built environment to the ‘free-field’ ground motion in Mexico City Chávez-Garcı́a, Francisco J
2002
9-12 p. 773-780
8 p.
artikel
53 The new accelerograph network for Santa Fe De Bogota, Colombia and implications for microzonation Ojeda, Anibal
2002
9-12 p. 791-797
7 p.
artikel
54 Verification of precarious rock methodology using shake table tests of rock models Anooshehpoor, Abdolrasool
2002
9-12 p. 917-922
6 p.
artikel
55 Volume 22 - Contents Index 2002
9-12 p. I-VI
nvt p.
artikel
56 Wavelet-based generation of spectrum-compatible time-histories Mukherjee, Sushovan
2002
9-12 p. 799-804
6 p.
artikel
57 Wharf embankment and strengthening program at the Port of Oakland Lobedan, Frank R
2002
9-12 p. 1125-1130
6 p.
artikel
                             57 gevonden resultaten
 
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