| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Discussion of the paper: “Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil–structure interaction” [Soil Dyn. Earthq. Eng. 51 (2013) 14–22]
|
Rahai, Ali Reza
|
|
2017
|
102 |
C |
p. 263-265
|
artikel
|
| 2 |
ARCS: A one dimensional nonlinear soil model for ground response analysis
|
Yniesta, S.
|
|
2017
|
102 |
C |
p. 75-85
|
artikel
|
| 3 |
Characterization of the small-strain dynamic behaviour of silty sands; contribution of silica non-plastic fines content
|
Payan, Meghdad
|
|
2017
|
102 |
C |
p. 232-240
|
artikel
|
| 4 |
2D dynamic structure-soil-structure interaction for twin buildings in layered half-space I: Incident SH-waves
|
Liang, Jianwen
|
|
2017
|
102 |
C |
p. 172-194
|
artikel
|
| 5 |
Dynamic characteristics of expanded polystyrene composite soil under traffic loadings considering initial consolidation state
|
Gao, Hongmei
|
|
2017
|
102 |
C |
p. 86-98
|
artikel
|
| 6 |
Editorial Board / Aims and Scope
|
|
|
2017
|
102 |
C |
p. IFC
|
artikel
|
| 7 |
Effective soil-stiffness validation: Shaker excitation of an in-situ monopile foundation
|
Versteijlen, W.G.
|
|
2017
|
102 |
C |
p. 241-262
|
artikel
|
| 8 |
Empirical correlations between the effective number of cycles and other intensity measures of ground motions
|
Du, Wenqi
|
|
2017
|
102 |
C |
p. 65-74
|
artikel
|
| 9 |
Experimental investigation on the cyclic behaviors of corroded coastal bridge piers with transfer of plastic hinge due to non-uniform corrosion
|
Yuan, Wei
|
|
2017
|
102 |
C |
p. 112-123
|
artikel
|
| 10 |
Influence of index properties on shape of cyclic strength curve for clay-silt mixtures
|
Ajmera, Beena
|
|
2017
|
102 |
C |
p. 46-55
|
artikel
|
| 11 |
In situ experimental study on high speed train induced ground vibrations with the ballast-less track
|
Feng, Shi-Jin
|
|
2017
|
102 |
C |
p. 195-214
|
artikel
|
| 12 |
Investigation of liquefaction-induced lateral load on pile group behind quay wall
|
Liu, Chunhui
|
|
2017
|
102 |
C |
p. 56-64
|
artikel
|
| 13 |
Modelling seismic fragility of a rock mountain tunnel based on support vector machine
|
Huang, Guang
|
|
2017
|
102 |
C |
p. 160-171
|
artikel
|
| 14 |
Modelling the non-linear site response at the LSST down-hole accelerometer array in Lotung
|
Elia, Gaetano
|
|
2017
|
102 |
C |
p. 1-14
|
artikel
|
| 15 |
Proposed mechanism for mid-span failure of pile supported river bridges during seismic liquefaction
|
Mohanty, Piyush
|
|
2017
|
102 |
C |
p. 41-45
|
artikel
|
| 16 |
Response of railway track coupled with a stratified ground consisting of saturated interlayer to high-speed moving train load
|
Feng, Shi-Jin
|
|
2017
|
102 |
C |
p. 25-40
|
artikel
|
| 17 |
Scaling of Fourier Spectra of strong earthquake ground motion in western Himalaya and northeastern India
|
Gupta, I.D.
|
|
2017
|
102 |
C |
p. 137-159
|
artikel
|
| 18 |
Seismic performance of a building affected by moderate liquefaction during the Christchurch earthquake
|
Bray, Jonathan D.
|
|
2017
|
102 |
C |
p. 99-111
|
artikel
|
| 19 |
Seismic vulnerability of gravity dams in near-fault areas
|
Yazdani, Yadollah
|
|
2017
|
102 |
C |
p. 15-24
|
artikel
|
| 20 |
Site response analysis of vertical ground motion in consideration of soil nonlinearity
|
Tsai, Chi-Chin
|
|
2017
|
102 |
C |
p. 124-136
|
artikel
|
| 21 |
6th Ishihara lecture: Simplified procedure for estimating liquefaction-induced building settlement
|
Bray, Jonathan D.
|
|
2017
|
102 |
C |
p. 215-231
|
artikel
|
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