| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis
|
Shamsabadi, Anoosh
|
|
2013
|
49 |
C |
p. 197-209
13 p.
|
artikel
|
| 2 |
An efficient approach for dynamic impedance of surface footing on layered half-space
|
Lin, Gao
|
|
2013
|
49 |
C |
p. 39-51
13 p.
|
artikel
|
| 3 |
A non-parametric wave type based model for real-time prediction of strong ground motion accelerogram
|
Zahedi-Khameneh, Amin
|
|
2013
|
49 |
C |
p. 181-196
16 p.
|
artikel
|
| 4 |
A precise integration approach for dynamic impedance of rigid strip footing on arbitrary anisotropic layered half-space
|
Lin, Gao
|
|
2013
|
49 |
C |
p. 96-108
13 p.
|
artikel
|
| 5 |
Comparison of ground models estimated from surface wave inversion using synthetic microtremors
|
Tokeshi, Ken
|
|
2013
|
49 |
C |
p. 19-26
8 p.
|
artikel
|
| 6 |
Direct differentiation method for response sensitivity analysis of a bounding surface plasticity soil model
|
Gu, Quan
|
|
2013
|
49 |
C |
p. 135-145
11 p.
|
artikel
|
| 7 |
Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil
|
Lombardi, Domenico
|
|
2013
|
49 |
C |
p. 165-180
16 p.
|
artikel
|
| 8 |
Earthquake damage analysis of arch dams considering dam–water–foundation interaction
|
Wang, Jin-Ting
|
|
2013
|
49 |
C |
p. 64-74
11 p.
|
artikel
|
| 9 |
Editorial Board / Aims and Scope
|
|
|
2013
|
49 |
C |
p. IFC-
1 p.
|
artikel
|
| 10 |
Excess pore pressure dissipation and solidification after liquefaction of saturated sand deposits
|
Wang, B.
|
|
2013
|
49 |
C |
p. 157-164
8 p.
|
artikel
|
| 11 |
Experimental investigation of plastic demands in piles embedded in multi-layered liquefiable soils
|
Chang, Barbara J.
|
|
2013
|
49 |
C |
p. 146-156
11 p.
|
artikel
|
| 12 |
Numerical simulation of mitigation of liquefaction seismic risk by preloading and its effects on the performance of structures
|
Lopez-Caballero, Fernando
|
|
2013
|
49 |
C |
p. 27-38
12 p.
|
artikel
|
| 13 |
Numerical simulation on seismic liquefaction by adaptive mesh refinement due to two recovered fields in error estimation
|
Tang, Xiaowei
|
|
2013
|
49 |
C |
p. 109-121
13 p.
|
artikel
|
| 14 |
Optimum design of Tuned Mass Dampers by displacement and energy perspectives
|
Greco, Rita
|
|
2013
|
49 |
C |
p. 243-253
11 p.
|
artikel
|
| 15 |
Physical modelling of shaking table tests on dynamic soil–foundation interaction and numerical and analytical simulation
|
Massimino, Maria Rossella
|
|
2013
|
49 |
C |
p. 1-18
18 p.
|
artikel
|
| 16 |
Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters
|
Matsuda, Hiroshi
|
|
2013
|
49 |
C |
p. 75-88
14 p.
|
artikel
|
| 17 |
Rapid on-site peak ground acceleration estimation based on support vector regression and P-wave features in Taiwan
|
Hsu, Ting-Yu
|
|
2013
|
49 |
C |
p. 210-217
8 p.
|
artikel
|
| 18 |
Relationship between limiting shear strain and reduction of shear moduli due to liquefaction in large strain torsional shear tests
|
Kiyota, Takashi
|
|
2013
|
49 |
C |
p. 122-134
13 p.
|
artikel
|
| 19 |
Scattering of plane P, SV or Rayleigh waves by a shallow lined tunnel in an elastic half space
|
Liu, Qijian
|
|
2013
|
49 |
C |
p. 52-63
12 p.
|
artikel
|
| 20 |
Strain effects on kinematic pile bending in layered soil
|
Sica, Stefania
|
|
2013
|
49 |
C |
p. 231-242
12 p.
|
artikel
|
| 21 |
The reflection of P-waves in a poroelastic half-space saturated with viscous fluid
|
Al Rjoub, Yousef S.
|
|
2013
|
49 |
C |
p. 218-230
13 p.
|
artikel
|
| 22 |
Tracking the dynamic characteristics of a nonlinear soil-pile system in multi-layered liquefiable soils
|
Chang, Barbara J.
|
|
2013
|
49 |
C |
p. 89-95
7 p.
|
artikel
|
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