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 |
20 |
1-4 |
p. 187-207 |
artikel |
2 |
Analyses of the cross-hole method for determining shear wave velocities and damping ratios
|
Hall, L. |
|
2000 |
20 |
1-4 |
p. 167-175 |
artikel |
3 |
Application of neural networks in natural periods identification and simulation of prefabricated buildings response
|
Kuźniar, K. |
|
2000 |
20 |
1-4 |
p. 217-222 |
artikel |
4 |
A re-evaluation of scaling techniques for natural records
|
Kappos, A.J. |
|
2000 |
20 |
1-4 |
p. 111-123 |
artikel |
5 |
Behavior of large fill dams during earthquake and earthquake damage
|
Tani, S. |
|
2000 |
20 |
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 |
20 |
1-4 |
p. 101-110 |
artikel |
7 |
Characterization of seismic hazard and structural response by energy flux
|
Şafak, E |
|
2000 |
20 |
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 |
20 |
1-4 |
p. 137-143 |
artikel |
9 |
Correlation between seismic acceleration parameters and overall structural damage indices of buildings
|
Elenas, A |
|
2000 |
20 |
1-4 |
p. 93-100 |
artikel |
10 |
Dynamic pile response using two pile-driving techniques
|
Benamar, A |
|
2000 |
20 |
1-4 |
p. 243-247 |
artikel |
11 |
Effects of soil–structure interaction on longitudinal seismic response of MSSS bridges
|
Saadeghvaziri, M.A |
|
2000 |
20 |
1-4 |
p. 231-242 |
artikel |
12 |
Empirical evaluation of site effects in the metropolitan area of San José, Costa Rica
|
Moya, A. |
|
2000 |
20 |
1-4 |
p. 177-185 |
artikel |
13 |
Evidence of nonlinear site response in HVSR from SMART1 (Taiwan) data
|
Dimitriu, P. |
|
2000 |
20 |
1-4 |
p. 155-165 |
artikel |
14 |
Faulting, shallow seismicity and seismic hazard analysis for the Costa Rican Central Valley
|
Fernández, M. |
|
2000 |
20 |
1-4 |
p. 59-73 |
artikel |
15 |
Nonlinear seismic response of a volcanic hill using the finite element method
|
Sincraian, M.V |
|
2000 |
20 |
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 |
20 |
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 |
20 |
1-4 |
p. 45-58 |
artikel |
18 |
Probabilistic versus deterministic seismic hazard analysis: an integrated approach for siting problems
|
Romeo, R |
|
2000 |
20 |
1-4 |
p. 75-84 |
artikel |
19 |
Seismic hazard maps of Italy including site effects
|
Romeo, R |
|
2000 |
20 |
1-4 |
p. 85-92 |
artikel |
20 |
Seismic response of saturated cohesionless slopes
|
Biondi, G |
|
2000 |
20 |
1-4 |
p. 209-215 |
artikel |
21 |
Sensitivity analysis of site effects on response spectra of pipelines
|
Hadid, M. |
|
2000 |
20 |
1-4 |
p. 249-260 |
artikel |
22 |
Simulation of near source ground motion and its characteristics
|
Suzuki, S |
|
2000 |
20 |
1-4 |
p. 125-136 |
artikel |
23 |
State-of-the-art of geotechnical earthquake engineering practice
|
Finn, W.D.L |
|
2000 |
20 |
1-4 |
p. 1-15 |
artikel |
24 |
Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures
|
Arango, I |
|
2000 |
20 |
1-4 |
p. 17-25 |
artikel |