| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An elastic-wave-based full-wavefield imaging method for investigating defects in a high-speed railway under-track structure
|
Che, Ailan
|
|
2015
|
77 |
C |
p. 299-308
10 p.
|
artikel
|
| 2 |
A new expression for determining the bending stiffness of circular micropile groups
|
Abdollahi, Keyvan
|
|
2015
|
77 |
C |
p. 58-70
13 p.
|
artikel
|
| 3 |
An improved rheology model for the description of the rate-dependent cyclic behavior of high damping rubber bearings
|
Nguyen, D.A.
|
|
2015
|
77 |
C |
p. 416-431
16 p.
|
artikel
|
| 4 |
A note on peak accelerations computed from sliding of objects during the 1969 Banja Luka earthquakes in former Yugoslavia
|
Manić, M.I.
|
|
2015
|
77 |
C |
p. 164-176
13 p.
|
artikel
|
| 5 |
A simplified 3 D.O.F. model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction
|
Durmuş, Ayşegül
|
|
2015
|
77 |
C |
p. 1-14
14 p.
|
artikel
|
| 6 |
A surface seismic approach to liquefaction
|
Castellaro, Silvia
|
|
2015
|
77 |
C |
p. 35-46
12 p.
|
artikel
|
| 7 |
A synthetic formulation for the Italian seismic hazard and code implications for the seismic risk
|
Vanzi, I.
|
|
2015
|
77 |
C |
p. 111-122
12 p.
|
artikel
|
| 8 |
Attenuation zones of periodic pile barriers with initial stress
|
Liu, Xinnan
|
|
2015
|
77 |
C |
p. 381-390
10 p.
|
artikel
|
| 9 |
Bound of earthquake input energy to building structure considering shallow and deep ground uncertainties
|
Taniguchi, M.
|
|
2015
|
77 |
C |
p. 267-273
7 p.
|
artikel
|
| 10 |
Centrifuge modeling of offshore wind foundations under earthquake loading
|
Yu, Hao
|
|
2015
|
77 |
C |
p. 402-415
14 p.
|
artikel
|
| 11 |
Characterizing the process of liquefaction initiation in Anzali shore sand through critical state soil mechanics
|
Mohammadi, Amirabbas
|
|
2015
|
77 |
C |
p. 152-163
12 p.
|
artikel
|
| 12 |
Cyclic and post-cyclic monotonic behavior of Adapazari soils
|
Kaya, Zulkuf
|
|
2015
|
77 |
C |
p. 83-96
14 p.
|
artikel
|
| 13 |
Determination of traffic-load-influenced depths in clayey subsoil based on the shakedown concept
|
Tang, LianSheng
|
|
2015
|
77 |
C |
p. 182-191
10 p.
|
artikel
|
| 14 |
Determining anti-plane responses induced by oblique-truncated semicircular canyon using systematic hybrid method with mapping function
|
Shyu, Wen-Shinn
|
|
2015
|
77 |
C |
p. 24-34
11 p.
|
artikel
|
| 15 |
Ductility damage indices based on seismic performance of RC frames
|
Alhaddad, Mohammad S.
|
|
2015
|
77 |
C |
p. 226-237
12 p.
|
artikel
|
| 16 |
Dynamic response of a tunnel buried in a saturated poroelastic soil layer to a moving point load
|
Yuan, Zonghao
|
|
2015
|
77 |
C |
p. 348-359
12 p.
|
artikel
|
| 17 |
Editorial Board / Aims and Scope
|
|
|
2015
|
77 |
C |
p. IFC-
1 p.
|
artikel
|
| 18 |
Effects of site stiffness and source to receiver distance on surface wave tests׳ results
|
Kumar, Jyant
|
|
2015
|
77 |
C |
p. 71-82
12 p.
|
artikel
|
| 19 |
Engineering behavior and correlated parameters from obtained results of sand–silt mixtures
|
Hsiao, Darn-Horng
|
|
2015
|
77 |
C |
p. 137-151
15 p.
|
artikel
|
| 20 |
Experimental and numerical evaluation of the effectiveness of a stiff wave barrier in the soil
|
Coulier, P.
|
|
2015
|
77 |
C |
p. 238-253
16 p.
|
artikel
|
| 21 |
Investigation of seismic response of cantilever retaining walls: Limit analysis vs shaking table testing
|
Kloukinas, Panos
|
|
2015
|
77 |
C |
p. 432-445
14 p.
|
artikel
|
| 22 |
Nonlinear incremental analysis of fire-damaged r.c. base-isolated structures subjected to near-fault ground motions
|
Mazza, Fabio
|
|
2015
|
77 |
C |
p. 192-202
11 p.
|
artikel
|
| 23 |
Northern Aegean Earthquake (M w =6.9): Observations at three seismic downhole arrays in Istanbul
|
Dikmen, S.U.
|
|
2015
|
77 |
C |
p. 321-336
16 p.
|
artikel
|
| 24 |
Numerical evaluation of hydrodynamic damping due to the Upper Mounted Baffles in real scale tanks
|
Goudarzi, M.A.
|
|
2015
|
77 |
C |
p. 290-298
9 p.
|
artikel
|
| 25 |
Numerical modeling of the dynamic lateral behavior of geosynthetics-reinforced pile foundation system
|
Taha, Ahmed
|
|
2015
|
77 |
C |
p. 254-266
13 p.
|
artikel
|
| 26 |
Numerical modelling of drop load tests
|
Colombero, R.
|
|
2015
|
77 |
C |
p. 279-289
11 p.
|
artikel
|
| 27 |
Numerical prediction of ground vibrations induced by high-speed trains including wheel–rail–soil coupled effects
|
Gao, Guangyun
|
|
2015
|
77 |
C |
p. 274-278
5 p.
|
artikel
|
| 28 |
Post-cyclic loading settlement of saturated clean sand
|
Hazirbaba, Kenan
|
|
2015
|
77 |
C |
p. 337-347
11 p.
|
artikel
|
| 29 |
Prediction of worst combination of variable soil properties in seismic pile response
|
Fujita, K.
|
|
2015
|
77 |
C |
p. 369-372
4 p.
|
artikel
|
| 30 |
Preliminary probabilistic seismic hazard assessment for the Kingdom of Saudi Arabia based on combined areal source model: Monte Carlo approach and sensitivity analyses
|
Zahran, Hani Mahmoud
|
|
2015
|
77 |
C |
p. 453-468
16 p.
|
artikel
|
| 31 |
Pre-shear effect on liquefaction resistance of a Fujian sand
|
Ye, Bin
|
|
2015
|
77 |
C |
p. 15-23
9 p.
|
artikel
|
| 32 |
Real-valued modal response history analysis for asymmetric-plan buildings with nonlinear viscous dampers
|
Lin, Jui-Liang
|
|
2015
|
77 |
C |
p. 97-110
14 p.
|
artikel
|
| 33 |
Seismic assessment and retrofit of two heritage-listed R/C elevated water storage tanks
|
Mori, Claudia
|
|
2015
|
77 |
C |
p. 123-136
14 p.
|
artikel
|
| 34 |
Seismic pressures on rigid cantilever walls retaining linear poroelastic soil: An exact solution
|
Papagiannopoulos, G.A.
|
|
2015
|
77 |
C |
p. 208-219
12 p.
|
artikel
|
| 35 |
Seismic protection of monuments using particle dampers in multi-drum columns
|
Papalou, A.
|
|
2015
|
77 |
C |
p. 360-368
9 p.
|
artikel
|
| 36 |
Seismic response of high plasticity clays during extreme events
|
Mayoral, Juan M.
|
|
2015
|
77 |
C |
p. 203-207
5 p.
|
artikel
|
| 37 |
Soil characteristics in Doon Valley (north west Himalaya, India) by inversion of H/V spectral ratios from ambient noise measurements
|
Mundepi, A.K.
|
|
2015
|
77 |
C |
p. 309-320
12 p.
|
artikel
|
| 38 |
Theoretical modeling and numerical simulation of seismic motions at seafloor
|
Li, Chao
|
|
2015
|
77 |
C |
p. 220-225
6 p.
|
artikel
|
| 39 |
Three-dimensional limit analysis of seismic displacement of slope reinforced with piles
|
He, Yi
|
|
2015
|
77 |
C |
p. 446-452
7 p.
|
artikel
|
| 40 |
Translation, torsion, and wave excitation of a building during soil–structure interaction excited by an earthquake SH pulse
|
Gičev, Vlado
|
|
2015
|
77 |
C |
p. 391-401
11 p.
|
artikel
|
| 41 |
Tuned mass damper effects on the response of multi-storied structures observed in geotechnical centrifuge tests
|
Jabary, R.N.
|
|
2015
|
77 |
C |
p. 373-380
8 p.
|
artikel
|
| 42 |
Vertical vibration of an elastic pile embedded in poroelastic soil
|
Zheng, Changjie
|
|
2015
|
77 |
C |
p. 177-181
5 p.
|
artikel
|
| 43 |
Vibration control of piled-structures through structure-soil-structure-interaction
|
Cacciola, Pierfrancesco
|
|
2015
|
77 |
C |
p. 47-57
11 p.
|
artikel
|
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