nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('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. |
artikel |
2 |
A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995
|
Gerolymos, Nikos |
|
2007 |
|
9 |
p. 803-817 15 p. |
artikel |
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. |
artikel |
4 |
Artificial neural network application to estimate kinematic soil pile interaction response parameters
|
Ahmad, Irshad |
|
2007 |
|
9 |
p. 892-905 14 p. |
artikel |
5 |
A WebGis tool for seismic hazard scenarios and risk analysis
|
Pessina, Vera |
|
2009 |
|
9 |
p. 1274-1281 8 p. |
artikel |
6 |
Biographical summary of A.S. Veletsos
|
|
|
2010 |
|
9 |
p. v-vi nvt p. |
artikel |
7 |
Calendar of Events
|
|
|
2009 |
|
9 |
p. I- 1 p. |
artikel |
8 |
Calendar of Events
|
|
|
2011 |
|
9 |
p. I- 1 p. |
artikel |
9 |
Cyclic shear response of channel-fill Fraser River Delta silt
|
Sanin, M.V. |
|
2006 |
|
9 |
p. 854-869 16 p. |
artikel |
10 |
Dynamic response of a piecewise circular tunnel embedded in a poroelastic medium
|
Lu, Jian-Fei |
|
2007 |
|
9 |
p. 875-891 17 p. |
artikel |
11 |
Dynamic stresses in an elastic half-space
|
Schepers, Winfried |
|
2010 |
|
9 |
p. 833-843 11 p. |
artikel |
12 |
Early history of soil–structure interaction
|
Kausel, Eduardo |
|
2010 |
|
9 |
p. 822-832 11 p. |
artikel |
13 |
Early history of the response spectrum method
|
Trifunac, Mihailo D. |
|
2008 |
|
9 |
p. 676-685 10 p. |
artikel |
14 |
Editorial Board / Aims and Scope
|
|
|
2008 |
|
9 |
p. IFC- 1 p. |
artikel |
15 |
Editorial Board / Aims and Scope
|
|
|
2006 |
|
9 |
p. CO2- 1 p. |
artikel |
16 |
Editorial Board / Aims and Scope
|
|
|
2007 |
|
9 |
p. IFC- 1 p. |
artikel |
17 |
Editorial Board / Aims and Scope
|
|
|
2010 |
|
9 |
p. IFC- 1 p. |
artikel |
18 |
Editorial Board / Aims and Scope
|
|
|
2009 |
|
9 |
p. IFC- 1 p. |
artikel |
19 |
Editorial Board / Aims and Scope
|
|
|
2011 |
|
9 |
p. IFC- 1 p. |
artikel |
20 |
Effective linear damping and stiffness coefficients of nonlinear systems for design spectrum based analysis
|
Giaralis, Agathoklis |
|
2010 |
|
9 |
p. 798-810 13 p. |
artikel |
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. |
artikel |
22 |
Effects of moment magnitude, site conditions and closest distance on damping modification factors
|
Hao, Anmin |
|
2011 |
|
9 |
p. 1232-1247 16 p. |
artikel |
23 |
Effects of time series analysis protocols on transfer functions calculated from earthquake accelerograms
|
Mikami, A. |
|
2008 |
|
9 |
p. 695-706 12 p. |
artikel |
24 |
Engineering design earthquakes from multimodal hazard disaggregation
|
Iervolino, Iunio |
|
2011 |
|
9 |
p. 1212-1231 20 p. |
artikel |
25 |
Evaluation of near-source seismic records based on damage potential parameters
|
Spyrakos, Constantine C. |
|
2008 |
|
9 |
p. 738-753 16 p. |
artikel |
26 |
Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations
|
Mylonakis, George |
|
2006 |
|
9 |
p. 824-853 30 p. |
artikel |
27 |
FOREWORD
|
|
|
2010 |
|
9 |
p. iv- 1 p. |
artikel |
28 |
Fully coupled finite element model for dynamics of partially saturated soils
|
Ravichandran, Nadarajah |
|
2009 |
|
9 |
p. 1294-1304 11 p. |
artikel |
29 |
Generalized densification law for dry sand subjected to dynamic loading
|
Blázquez, R. |
|
2006 |
|
9 |
p. 888-898 11 p. |
artikel |
30 |
Horizontal dynamic stiffness of pile groups: Approximate expressions
|
Dai, Wentao |
|
2010 |
|
9 |
p. 844-850 7 p. |
artikel |
31 |
Influence of seismic input mechanisms and radiation damping on arch dam response
|
Chuhan, Zhang |
|
2009 |
|
9 |
p. 1282-1293 12 p. |
artikel |
32 |
Linear soil–structure interaction of coupled wall–frame structures on pile foundations
|
Carbonari, Sandro |
|
2011 |
|
9 |
p. 1296-1309 14 p. |
artikel |
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. |
artikel |
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. |
artikel |
35 |
Neuro-fuzzy control strategy for earthquake-excited nonlinear magnetorheological structures
|
Xu, Zhao-Dong |
|
2008 |
|
9 |
p. 717-727 11 p. |
artikel |
36 |
On the seismic response of a flexible wall retaining a viscous poroelastic soil
|
Lanzoni, L. |
|
2007 |
|
9 |
p. 818-842 25 p. |
artikel |
37 |
On the state of the art and practice of long–term seismicity
|
Ambraseys, N. |
|
2010 |
|
9 |
p. vii-ix nvt p. |
artikel |
38 |
Remediation of piled foundations against lateral spreading by passive site stabilization technique
|
Pamuk, Ahmet |
|
2007 |
|
9 |
p. 864-874 11 p. |
artikel |
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. |
artikel |
40 |
Seismically-induced landslides in the Betic Cordillera (S Spain)
|
Delgado, J. |
|
2011 |
|
9 |
p. 1203-1211 9 p. |
artikel |
41 |
Seismic passive resistance with vertical seepage and surcharge
|
Wang, Jun-Jie |
|
2008 |
|
9 |
p. 728-737 10 p. |
artikel |
42 |
Seismic performance of three-dimensional frame structures with underground stories
|
El Ganainy, H. |
|
2009 |
|
9 |
p. 1249-1261 13 p. |
artikel |
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. |
artikel |
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. |
artikel |
45 |
Soil–structure interaction effects on seismic inelastic analysis of 3-D tunnels
|
Hatzigeorgiou, George D. |
|
2010 |
|
9 |
p. 851-861 11 p. |
artikel |
46 |
Stability charts for pseudo-static slope stability analysis
|
Baker, R. |
|
2006 |
|
9 |
p. 813-823 11 p. |
artikel |
47 |
Stiffness degradation of natural fine grained soils during cyclic loading
|
Okur, D.V. |
|
2007 |
|
9 |
p. 843-854 12 p. |
artikel |
48 |
Stochastic characteristics of seismic excitations at a non-uniform (rock and soil) site
|
Zerva, A. |
|
2011 |
|
9 |
p. 1261-1284 24 p. |
artikel |
49 |
Surface-to-base amplification evaluated from KiK-net vertical array strong motion records
|
Kokusho, Takaji |
|
2008 |
|
9 |
p. 707-716 10 p. |
artikel |
50 |
75th Anniversary of the response spectrum method—A historical review
|
Trifunac, Mihailo D. |
|
2008 |
|
9 |
p. 675- 1 p. |
artikel |
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. |
artikel |
52 |
Three-dimensional seismic analysis of submarine slopes
|
Azizian, A. |
|
2006 |
|
9 |
p. 870-887 18 p. |
artikel |
53 |
Vibrations induced by HST passage on ballast and non-ballast tracks
|
Galvín, P. |
|
2010 |
|
9 |
p. 862-873 12 p. |
artikel |