| 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
|
22 |
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
|
22 |
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
|
22 |
9-12 |
p. 1115-1123
9 p.
|
artikel
|
| 4 |
A numerical model for dynamic soil liquefaction analysis
|
Liyanapathirana, D.S
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 995-1005
11 p.
|
artikel
|
| 6 |
Assessment of seismic resistance of masonry structures including boundary conditions
|
Juhásová, Emı́lia
|
|
2002
|
22 |
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
|
22 |
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
|
22 |
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
|
22 |
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
|
22 |
9-12 |
p. 781-790
10 p.
|
artikel
|
| 11 |
Correlation between ground failure and soil conditions in Adapazari, Turkey
|
Sancio, R.B
|
|
2002
|
22 |
9-12 |
p. 1093-1102
10 p.
|
artikel
|
| 12 |
CPT site characterization for seismic hazards in the New Madrid seismic zone
|
Liao, T.
|
|
2002
|
22 |
9-12 |
p. 943-950
8 p.
|
artikel
|
| 13 |
Development of an electrically-driven automatic downhole seismic source
|
Casey, T.J
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 755-764
10 p.
|
artikel
|
| 15 |
3D near-surface soil response from H/V ambient-noise ratios
|
Woolery, Edward W.
|
|
2002
|
22 |
9-12 |
p. 865-876
12 p.
|
artikel
|
| 16 |
Dynamic failure numeric simulations of model concrete-faced rock-fill dam
|
Kong, Xianjing
|
|
2002
|
22 |
9-12 |
p. 1131-1134
4 p.
|
artikel
|
| 17 |
Effectiveness of vertical drains in mitigation of liquefaction
|
Brennan, A.J
|
|
2002
|
22 |
9-12 |
p. 1059-1065
7 p.
|
artikel
|
| 18 |
Effective stress analyses of liquefaction-induced deformation in river dikes
|
Ozutsumi, O
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 855-864
10 p.
|
artikel
|
| 20 |
Evaluation of pile foundation response to lateral spreading
|
Abdoun, Tarek
|
|
2002
|
22 |
9-12 |
p. 1051-1058
8 p.
|
artikel
|
| 21 |
Flow and deformation failure of sandy slopes
|
Biondi, G
|
|
2002
|
22 |
9-12 |
p. 1103-1114
12 p.
|
artikel
|
| 22 |
Foundation design considerations for a pile supported critical facility
|
Houston, Thomas W
|
|
2002
|
22 |
9-12 |
p. 1169-1174
6 p.
|
artikel
|
| 23 |
Fundamental period and mode shape of layered soil profiles
|
Hadjian, A.H
|
|
2002
|
22 |
9-12 |
p. 885-891
7 p.
|
artikel
|
| 24 |
Ground motion evaluation procedures for performance-based design
|
Stewart, Jonathan P
|
|
2002
|
22 |
9-12 |
p. 765-772
8 p.
|
artikel
|
| 25 |
Hybrid vibration experiments with a bridge foundation system model
|
Kobayashi, Hiroshi
|
|
2002
|
22 |
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
|
22 |
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
|
22 |
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
|
22 |
9-12 |
p. 911-916
6 p.
|
artikel
|
| 29 |
Lifelines earthquake vulnerability assessment: a systemic approach
|
Menoni, S
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 1083-1092
10 p.
|
artikel
|
| 31 |
Liquefaction in silty soils—screening and remediation issues
|
Thevanayagam, S
|
|
2002
|
22 |
9-12 |
p. 1035-1042
8 p.
|
artikel
|
| 32 |
Liquefaction strength of fly ash reinforced with randomly distributed fibers
|
Boominathan, A
|
|
2002
|
22 |
9-12 |
p. 1027-1033
7 p.
|
artikel
|
| 33 |
Local system identification analyses of the dynamic response of soil systems
|
Zeghal, Mourad
|
|
2002
|
22 |
9-12 |
p. 985-993
9 p.
|
artikel
|
| 34 |
Mitigation of lateral ground displacements of liquefied soils with underground barriers
|
Arango, Ignacio
|
|
2002
|
22 |
9-12 |
p. 1067-1073
7 p.
|
artikel
|
| 35 |
Nonlinear elastic behavior of fiber-reinforced soil under cyclic loading
|
Li, J
|
|
2002
|
22 |
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
|
22 |
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
|
22 |
9-12 |
p. 1143-1150
8 p.
|
artikel
|
| 38 |
Piles in liquefiable soils: seismic analysis and design issues
|
Finn, W.D.L
|
|
2002
|
22 |
9-12 |
p. 731-742
12 p.
|
artikel
|
| 39 |
Response of the Tarzana strong motion site during the 1994 Northridge earthquake
|
Vahdani, Shahriar
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 1151-1158
8 p.
|
artikel
|
| 41 |
Seismic behavior and retrofitting of joints in traditional timber roof structures
|
Parisi, Maria A
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 1159-1167
9 p.
|
artikel
|
| 43 |
Seismic hazard in Takamatsu Japan from fault trenching and paleo-liquefaction studies
|
Hasegawa, S
|
|
2002
|
22 |
9-12 |
p. 901-909
9 p.
|
artikel
|
| 44 |
Seismic hazard model for loss estimation and risk management in Taiwan
|
Campbell, K.W.
|
|
2002
|
22 |
9-12 |
p. 743-754
12 p.
|
artikel
|
| 45 |
Seismic response analysis of laterally inhomogeneous ground with emphasis on strains
|
Kamiyama, M.
|
|
2002
|
22 |
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
|
22 |
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
|
22 |
9-12 |
p. 849-854
6 p.
|
artikel
|
| 48 |
Simultaneous measurement and inversion of surface wave dispersion and attenuation curves
|
Lai, Carlo G.
|
|
2002
|
22 |
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
|
22 |
9-12 |
p. 1175-1182
8 p.
|
artikel
|
| 50 |
Spatial variation of seismic motion induced by propagation of body waves
|
Zendagui, D.
|
|
2002
|
22 |
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
|
22 |
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
|
22 |
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
|
22 |
9-12 |
p. 791-797
7 p.
|
artikel
|
| 54 |
Verification of precarious rock methodology using shake table tests of rock models
|
Anooshehpoor, Abdolrasool
|
|
2002
|
22 |
9-12 |
p. 917-922
6 p.
|
artikel
|
| 55 |
Volume 22 - Contents Index
|
|
|
2002
|
22 |
9-12 |
p. I-VI
nvt p.
|
artikel
|
| 56 |
Wavelet-based generation of spectrum-compatible time-histories
|
Mukherjee, Sushovan
|
|
2002
|
22 |
9-12 |
p. 799-804
6 p.
|
artikel
|
| 57 |
Wharf embankment and strengthening program at the Port of Oakland
|
Lobedan, Frank R
|
|
2002
|
22 |
9-12 |
p. 1125-1130
6 p.
|
artikel
|
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