nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A macroseismic intensity prediction equation for intermediate depth earthquakes in the Vrancea region, Romania
|
Sørensen, Mathilde B. |
|
2010 |
30 |
11 |
p. 1268-1278 11 p. |
artikel |
2 |
A new approach to liquefaction hazard zonation: Application to Laoag City, Northern Philippines
|
Beroya, M.A.A. |
|
2010 |
30 |
11 |
p. 1338-1351 14 p. |
artikel |
3 |
Anti-plane foundationless soil–structure interaction
|
Lee, Vincent W. |
|
2010 |
30 |
11 |
p. 1329-1337 9 p. |
artikel |
4 |
A semi-analytical approach to a nonlinear stress–strain analysis of buried steel pipelines crossing active faults
|
Trifonov, Oleg V. |
|
2010 |
30 |
11 |
p. 1298-1308 11 p. |
artikel |
5 |
A semi-analytical artificial boundary for time-dependent elastic wave propagation in two-dimensional homogeneous half space
|
Liu, Tianyun |
|
2010 |
30 |
11 |
p. 1352-1360 9 p. |
artikel |
6 |
A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil–structure interaction
|
Tabatabaiefar, Hamid Reza |
|
2010 |
30 |
11 |
p. 1259-1267 9 p. |
artikel |
7 |
Behavior of ground vibrations induced by trains moving on embankments with rail roughness
|
Ju, S.H. |
|
2010 |
30 |
11 |
p. 1237-1249 13 p. |
artikel |
8 |
Correction of highly noisy strong motion records using a modified wavelet de-noising method
|
Ansari, Anooshiravan |
|
2010 |
30 |
11 |
p. 1168-1181 14 p. |
artikel |
9 |
Design energy input spectra for moderate-to-high seismicity regions based on Colombian earthquakes
|
Benavent-Climent, A. |
|
2010 |
30 |
11 |
p. 1129-1148 20 p. |
artikel |
10 |
3D soil structure of the Mygdonian basin for site response analysis
|
Manakou, M.V. |
|
2010 |
30 |
11 |
p. 1198-1211 14 p. |
artikel |
11 |
Editorial Board / Aims and Scope
|
|
|
2010 |
30 |
11 |
p. IFC- 1 p. |
artikel |
12 |
Estimation of sedimentary layer shear wave velocity using micro-tremor H/V ratio measurements for Bangalore city
|
Dinesh, B.V. |
|
2010 |
30 |
11 |
p. 1377-1382 6 p. |
artikel |
13 |
Evaluation of pseudostatic active earth pressure coefficient of cantilever retaining walls
|
Evangelista, Aldo |
|
2010 |
30 |
11 |
p. 1119-1128 10 p. |
artikel |
14 |
Finite element analysis of buried steel pipelines under strike-slip fault displacements
|
Vazouras, Polynikis |
|
2010 |
30 |
11 |
p. 1361-1376 16 p. |
artikel |
15 |
Fragility curves for expressway embankments based on damage datasets after recent earthquakes in Japan
|
Maruyama, Yoshihisa |
|
2010 |
30 |
11 |
p. 1158-1167 10 p. |
artikel |
16 |
Fully coupled numerical analysis of repeated shake-consolidation process of earth embankment on liquefiable foundation
|
Xia, Zhi-Fan |
|
2010 |
30 |
11 |
p. 1309-1318 10 p. |
artikel |
17 |
Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis
|
Yang, Dixiong |
|
2010 |
30 |
11 |
p. 1182-1197 16 p. |
artikel |
18 |
Micro-scale modeling of saturated sandy soil behavior subjected to cyclic loading
|
Ravichandran, Nadarajah |
|
2010 |
30 |
11 |
p. 1212-1225 14 p. |
artikel |
19 |
Predicting blast-induced ground vibration using various types of neural networks
|
Monjezi, M. |
|
2010 |
30 |
11 |
p. 1233-1236 4 p. |
artikel |
20 |
Pseudo-dynamic active force and pressure behind battered retaining wall supporting inclined backfill
|
Ghosh, Sima |
|
2010 |
30 |
11 |
p. 1226-1232 7 p. |
artikel |
21 |
Seismic displacement analysis of embankment dams with reinforced cohesive shell
|
Noorzad, Reza |
|
2010 |
30 |
11 |
p. 1149-1157 9 p. |
artikel |
22 |
Seismic failure probability of concrete slab on CFR dams with welded and friction contacts by response surface method
|
Kartal, Murat Emre |
|
2010 |
30 |
11 |
p. 1383-1399 17 p. |
artikel |
23 |
Seismic microzonation and earthquake damage scenarios for urban areas
|
Ansal, Atilla |
|
2010 |
30 |
11 |
p. 1319-1328 10 p. |
artikel |
24 |
Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building
|
Di Sarno, L. |
|
2010 |
30 |
11 |
p. 1279-1297 19 p. |
artikel |
25 |
Shaking table test of utility tunnel under non-uniform earthquake wave excitation
|
Chen, Jun |
|
2010 |
30 |
11 |
p. 1400-1416 17 p. |
artikel |
26 |
Should average shear-wave velocity in the top 30m of soil be used to describe seismic amplification?
|
Lee, Vincent W. |
|
2010 |
30 |
11 |
p. 1250-1258 9 p. |
artikel |