| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Amplification effects from earthquakes and ambient noise in the Dead Sea rift (Israel)
|
Zaslavsky, Y
|
|
2000
|
|
1-4 |
p. 187-207
|
artikel
|
| 2 |
Analyses of the cross-hole method for determining shear wave velocities and damping ratios
|
Hall, L.
|
|
2000
|
|
1-4 |
p. 167-175
|
artikel
|
| 3 |
Application of neural networks in natural periods identification and simulation of prefabricated buildings response
|
Kuźniar, K.
|
|
2000
|
|
1-4 |
p. 217-222
|
artikel
|
| 4 |
A re-evaluation of scaling techniques for natural records
|
Kappos, A.J.
|
|
2000
|
|
1-4 |
p. 111-123
|
artikel
|
| 5 |
Behavior of large fill dams during earthquake and earthquake damage
|
Tani, S.
|
|
2000
|
|
1-4 |
p. 223-229
|
artikel
|
| 6 |
Characteristics of strong ground motion for typical Australian intra-plate earthquakes and their relationship with the recommended response spectra
|
Sinadinovski, C
|
|
2000
|
|
1-4 |
p. 101-110
|
artikel
|
| 7 |
Characterization of seismic hazard and structural response by energy flux
|
Şafak, E
|
|
2000
|
|
1-4 |
p. 39-43
|
artikel
|
| 8 |
Comparison between different techniques for evaluation of predominant periods using strong ground motion records and microtremors in Pereira Colombia
|
Ojeda, A
|
|
2000
|
|
1-4 |
p. 137-143
|
artikel
|
| 9 |
Correlation between seismic acceleration parameters and overall structural damage indices of buildings
|
Elenas, A
|
|
2000
|
|
1-4 |
p. 93-100
|
artikel
|
| 10 |
Dynamic pile response using two pile-driving techniques
|
Benamar, A
|
|
2000
|
|
1-4 |
p. 243-247
|
artikel
|
| 11 |
Effects of soil–structure interaction on longitudinal seismic response of MSSS bridges
|
Saadeghvaziri, M.A
|
|
2000
|
|
1-4 |
p. 231-242
|
artikel
|
| 12 |
Empirical evaluation of site effects in the metropolitan area of San José, Costa Rica
|
Moya, A.
|
|
2000
|
|
1-4 |
p. 177-185
|
artikel
|
| 13 |
Evidence of nonlinear site response in HVSR from SMART1 (Taiwan) data
|
Dimitriu, P.
|
|
2000
|
|
1-4 |
p. 155-165
|
artikel
|
| 14 |
Faulting, shallow seismicity and seismic hazard analysis for the Costa Rican Central Valley
|
Fernández, M.
|
|
2000
|
|
1-4 |
p. 59-73
|
artikel
|
| 15 |
Nonlinear seismic response of a volcanic hill using the finite element method
|
Sincraian, M.V
|
|
2000
|
|
1-4 |
p. 145-154
|
artikel
|
| 16 |
Probabilistic seismic hazard: a review of the seismological frame of reference with examples from Norway
|
Lindholm, C.D
|
|
2000
|
|
1-4 |
p. 27-38
|
artikel
|
| 17 |
Probabilistic seismic hazard assessment (horizontal PGA) for Sweden, Finland and Denmark using different logic tree approaches
|
Wahlström, R
|
|
2000
|
|
1-4 |
p. 45-58
|
artikel
|
| 18 |
Probabilistic versus deterministic seismic hazard analysis: an integrated approach for siting problems
|
Romeo, R
|
|
2000
|
|
1-4 |
p. 75-84
|
artikel
|
| 19 |
Seismic hazard maps of Italy including site effects
|
Romeo, R
|
|
2000
|
|
1-4 |
p. 85-92
|
artikel
|
| 20 |
Seismic response of saturated cohesionless slopes
|
Biondi, G
|
|
2000
|
|
1-4 |
p. 209-215
|
artikel
|
| 21 |
Sensitivity analysis of site effects on response spectra of pipelines
|
Hadid, M.
|
|
2000
|
|
1-4 |
p. 249-260
|
artikel
|
| 22 |
Simulation of near source ground motion and its characteristics
|
Suzuki, S
|
|
2000
|
|
1-4 |
p. 125-136
|
artikel
|
| 23 |
State-of-the-art of geotechnical earthquake engineering practice
|
Finn, W.D.L
|
|
2000
|
|
1-4 |
p. 1-15
|
artikel
|
| 24 |
Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures
|
Arango, I
|
|
2000
|
|
1-4 |
p. 17-25
|
artikel
|
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