| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Accidental design eccentricity: Is it important for the inelastic response of buildings to strong earthquakes?
|
Stathopoulos, Kyriakos G.
|
|
2010
|
|
9 |
p. 782-797
16 p.
|
article
|
| 2 |
A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995
|
Gerolymos, Nikos
|
|
2007
|
|
9 |
p. 803-817
15 p.
|
article
|
| 3 |
A new method for estimating driven pile static skin friction with instrumentation at the top and bottom of the pile
|
Tran, Khiem T.
|
|
2011
|
|
9 |
p. 1285-1295
11 p.
|
article
|
| 4 |
Artificial neural network application to estimate kinematic soil pile interaction response parameters
|
Ahmad, Irshad
|
|
2007
|
|
9 |
p. 892-905
14 p.
|
article
|
| 5 |
A WebGis tool for seismic hazard scenarios and risk analysis
|
Pessina, Vera
|
|
2009
|
|
9 |
p. 1274-1281
8 p.
|
article
|
| 6 |
Biographical summary of A.S. Veletsos
|
|
|
2010
|
|
9 |
p. v-vi
nvt p.
|
article
|
| 7 |
Calendar of Events
|
|
|
2009
|
|
9 |
p. I-
1 p.
|
article
|
| 8 |
Calendar of Events
|
|
|
2011
|
|
9 |
p. I-
1 p.
|
article
|
| 9 |
Cyclic shear response of channel-fill Fraser River Delta silt
|
Sanin, M.V.
|
|
2006
|
|
9 |
p. 854-869
16 p.
|
article
|
| 10 |
Dynamic response of a piecewise circular tunnel embedded in a poroelastic medium
|
Lu, Jian-Fei
|
|
2007
|
|
9 |
p. 875-891
17 p.
|
article
|
| 11 |
Dynamic stresses in an elastic half-space
|
Schepers, Winfried
|
|
2010
|
|
9 |
p. 833-843
11 p.
|
article
|
| 12 |
Early history of soil–structure interaction
|
Kausel, Eduardo
|
|
2010
|
|
9 |
p. 822-832
11 p.
|
article
|
| 13 |
Early history of the response spectrum method
|
Trifunac, Mihailo D.
|
|
2008
|
|
9 |
p. 676-685
10 p.
|
article
|
| 14 |
Editorial Board / Aims and Scope
|
|
|
2008
|
|
9 |
p. IFC-
1 p.
|
article
|
| 15 |
Editorial Board / Aims and Scope
|
|
|
2006
|
|
9 |
p. CO2-
1 p.
|
article
|
| 16 |
Editorial Board / Aims and Scope
|
|
|
2007
|
|
9 |
p. IFC-
1 p.
|
article
|
| 17 |
Editorial Board / Aims and Scope
|
|
|
2010
|
|
9 |
p. IFC-
1 p.
|
article
|
| 18 |
Editorial Board / Aims and Scope
|
|
|
2009
|
|
9 |
p. IFC-
1 p.
|
article
|
| 19 |
Editorial Board / Aims and Scope
|
|
|
2011
|
|
9 |
p. IFC-
1 p.
|
article
|
| 20 |
Effective linear damping and stiffness coefficients of nonlinear systems for design spectrum based analysis
|
Giaralis, Agathoklis
|
|
2010
|
|
9 |
p. 798-810
13 p.
|
article
|
| 21 |
Effect of foundation embedment on seismic behavior of elevated tanks considering fluid–structure-soil interaction
|
Livaoglu, R.
|
|
2007
|
|
9 |
p. 855-863
9 p.
|
article
|
| 22 |
Effects of moment magnitude, site conditions and closest distance on damping modification factors
|
Hao, Anmin
|
|
2011
|
|
9 |
p. 1232-1247
16 p.
|
article
|
| 23 |
Effects of time series analysis protocols on transfer functions calculated from earthquake accelerograms
|
Mikami, A.
|
|
2008
|
|
9 |
p. 695-706
12 p.
|
article
|
| 24 |
Engineering design earthquakes from multimodal hazard disaggregation
|
Iervolino, Iunio
|
|
2011
|
|
9 |
p. 1212-1231
20 p.
|
article
|
| 25 |
Evaluation of near-source seismic records based on damage potential parameters
|
Spyrakos, Constantine C.
|
|
2008
|
|
9 |
p. 738-753
16 p.
|
article
|
| 26 |
Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations
|
Mylonakis, George
|
|
2006
|
|
9 |
p. 824-853
30 p.
|
article
|
| 27 |
FOREWORD
|
|
|
2010
|
|
9 |
p. iv-
1 p.
|
article
|
| 28 |
Fully coupled finite element model for dynamics of partially saturated soils
|
Ravichandran, Nadarajah
|
|
2009
|
|
9 |
p. 1294-1304
11 p.
|
article
|
| 29 |
Generalized densification law for dry sand subjected to dynamic loading
|
Blázquez, R.
|
|
2006
|
|
9 |
p. 888-898
11 p.
|
article
|
| 30 |
Horizontal dynamic stiffness of pile groups: Approximate expressions
|
Dai, Wentao
|
|
2010
|
|
9 |
p. 844-850
7 p.
|
article
|
| 31 |
Influence of seismic input mechanisms and radiation damping on arch dam response
|
Chuhan, Zhang
|
|
2009
|
|
9 |
p. 1282-1293
12 p.
|
article
|
| 32 |
Linear soil–structure interaction of coupled wall–frame structures on pile foundations
|
Carbonari, Sandro
|
|
2011
|
|
9 |
p. 1296-1309
14 p.
|
article
|
| 33 |
Linear vertical vibrations of suspension bridges: A review of continuum models and some new results
|
Enrique Luco, J.
|
|
2010
|
|
9 |
p. 769-781
13 p.
|
article
|
| 34 |
Methodology for seismic and post-seismic stability assessment of natural clay slopes based on a viscoplastic behaviour model in simplified dynamic analysis
|
Grelle, G.
|
|
2011
|
|
9 |
p. 1248-1260
13 p.
|
article
|
| 35 |
Neuro-fuzzy control strategy for earthquake-excited nonlinear magnetorheological structures
|
Xu, Zhao-Dong
|
|
2008
|
|
9 |
p. 717-727
11 p.
|
article
|
| 36 |
On the seismic response of a flexible wall retaining a viscous poroelastic soil
|
Lanzoni, L.
|
|
2007
|
|
9 |
p. 818-842
25 p.
|
article
|
| 37 |
On the state of the art and practice of long–term seismicity
|
Ambraseys, N.
|
|
2010
|
|
9 |
p. vii-ix
nvt p.
|
article
|
| 38 |
Remediation of piled foundations against lateral spreading by passive site stabilization technique
|
Pamuk, Ahmet
|
|
2007
|
|
9 |
p. 864-874
11 p.
|
article
|
| 39 |
Response of a non-linear system with restoring forces governed by fractional derivatives—Time domain simulation and statistical linearization solution
|
Spanos, Pol D.
|
|
2010
|
|
9 |
p. 811-821
11 p.
|
article
|
| 40 |
Seismically-induced landslides in the Betic Cordillera (S Spain)
|
Delgado, J.
|
|
2011
|
|
9 |
p. 1203-1211
9 p.
|
article
|
| 41 |
Seismic passive resistance with vertical seepage and surcharge
|
Wang, Jun-Jie
|
|
2008
|
|
9 |
p. 728-737
10 p.
|
article
|
| 42 |
Seismic performance of three-dimensional frame structures with underground stories
|
El Ganainy, H.
|
|
2009
|
|
9 |
p. 1249-1261
13 p.
|
article
|
| 43 |
Seismo-engineering parameters for sites of interim storages for spent nuclear fuel at German nuclear power plants
|
Leydecker, Günter
|
|
2008
|
|
9 |
p. 754-762
9 p.
|
article
|
| 44 |
Side effect of using response spectral amplification ratios for soil sites—variability and earthquake-magnitude and source-distance dependent amplification ratios for soil sites
|
Zhao, John X.
|
|
2009
|
|
9 |
p. 1262-1273
12 p.
|
article
|
| 45 |
Soil–structure interaction effects on seismic inelastic analysis of 3-D tunnels
|
Hatzigeorgiou, George D.
|
|
2010
|
|
9 |
p. 851-861
11 p.
|
article
|
| 46 |
Stability charts for pseudo-static slope stability analysis
|
Baker, R.
|
|
2006
|
|
9 |
p. 813-823
11 p.
|
article
|
| 47 |
Stiffness degradation of natural fine grained soils during cyclic loading
|
Okur, D.V.
|
|
2007
|
|
9 |
p. 843-854
12 p.
|
article
|
| 48 |
Stochastic characteristics of seismic excitations at a non-uniform (rock and soil) site
|
Zerva, A.
|
|
2011
|
|
9 |
p. 1261-1284
24 p.
|
article
|
| 49 |
Surface-to-base amplification evaluated from KiK-net vertical array strong motion records
|
Kokusho, Takaji
|
|
2008
|
|
9 |
p. 707-716
10 p.
|
article
|
| 50 |
75th Anniversary of the response spectrum method—A historical review
|
Trifunac, Mihailo D.
|
|
2008
|
|
9 |
p. 675-
1 p.
|
article
|
| 51 |
The effect of discontinuity frequency on ground vibrations produced from bench blasting: A case study
|
Ak, Hakan
|
|
2008
|
|
9 |
p. 686-694
9 p.
|
article
|
| 52 |
Three-dimensional seismic analysis of submarine slopes
|
Azizian, A.
|
|
2006
|
|
9 |
p. 870-887
18 p.
|
article
|
| 53 |
Vibrations induced by HST passage on ballast and non-ballast tracks
|
Galvín, P.
|
|
2010
|
|
9 |
p. 862-873
12 p.
|
article
|
Journal description