| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A GIS procedure for fast topographic characterization of seismic recording stations
|
Pessina, Vera
|
|
2014
|
63 |
C |
p. 248-258
11 p.
|
artikel
|
| 2 |
A practical method for utilization of commercial cyclic testing apparatuses for computation of site response in central Adapazari
|
Tolga Yılmaz, Mustafa
|
|
2014
|
63 |
C |
p. 203-216
14 p.
|
artikel
|
| 3 |
A procedure for simulating synthetic accelerograms compatible with correlated and conditional probabilistic response spectra
|
Zentner, Irmela
|
|
2014
|
63 |
C |
p. 226-233
8 p.
|
artikel
|
| 4 |
A unified approach for long-term behavior and seismic response of AAR-affected concrete dams
|
Pan, Jianwen
|
|
2014
|
63 |
C |
p. 193-202
10 p.
|
artikel
|
| 5 |
Convergence analyses of different modeling schemes for generalized Lippmann–Schwinger integral equation in piecewise heterogeneous media
|
Yu, Geng-Xin
|
|
2014
|
63 |
C |
p. 150-161
12 p.
|
artikel
|
| 6 |
Corrigendum to “Nonlinear rocking stiffness of foundations” [Soil Dyn. Earthq. Eng. 47 (2013) 83–91]
|
Gazetas, G.
|
|
2014
|
63 |
C |
p. 234-
1 p.
|
artikel
|
| 7 |
Curvature ductility of columns and structural displacement ductility in RC frame structures subjected to ground motions
|
Zhou, Jing
|
|
2014
|
63 |
C |
p. 174-183
10 p.
|
artikel
|
| 8 |
Dynamic analysis of a rigid circular foundation on a transversely isotropic half-space under a buried inclined time-harmonic load
|
Eskandari, M.
|
|
2014
|
63 |
C |
p. 184-192
9 p.
|
artikel
|
| 9 |
Dynamic analysis of flexible cantilever wall retaining elastic soil by a modified Vlasov–Leontiev model
|
Liu, Qijian
|
|
2014
|
63 |
C |
p. 217-225
9 p.
|
artikel
|
| 10 |
Dynamic analysis of offshore wind turbine in clay considering soil–monopile–tower interaction
|
Bisoi, Swagata
|
|
2014
|
63 |
C |
p. 19-35
17 p.
|
artikel
|
| 11 |
Editorial Board / Aims and Scope
|
|
|
2014
|
63 |
C |
p. IFC-
1 p.
|
artikel
|
| 12 |
Effect of seismic sequences in reinforced concrete frame buildings located in soft-soil sites
|
Ruiz-García, Jorge
|
|
2014
|
63 |
C |
p. 56-68
13 p.
|
artikel
|
| 13 |
Generalized cyclic p–y curve modeling for analysis of laterally loaded piles
|
Heidari, Mehdi
|
|
2014
|
63 |
C |
p. 138-149
12 p.
|
artikel
|
| 14 |
Permanent deformation estimates of dynamic equipment foundations: Application to a gas turbine in granular soils
|
Galindo, Rubén
|
|
2014
|
63 |
C |
p. 8-18
11 p.
|
artikel
|
| 15 |
Rocking instability of free-standing statues atop slender viscoelastic columns under ground motion
|
Kounadis, Anthony
|
|
2014
|
63 |
C |
p. 83-91
9 p.
|
artikel
|
| 16 |
Seismic base-isolation mechanism in liquefied sand in terms of energy
|
Kokusho, Takaji
|
|
2014
|
63 |
C |
p. 92-97
6 p.
|
artikel
|
| 17 |
Simulating stiffness degradation and damping in soils via a simple visco-elastic–plastic model
|
Pisanò, Federico
|
|
2014
|
63 |
C |
p. 98-109
12 p.
|
artikel
|
| 18 |
Site characterizations for the Tehran network (TDMMO) in Tehran Region Using Micro-Earthquake, Microtremor and Quarry Blast Data
|
Farahani, Jamileh Vasheghani
|
|
2014
|
63 |
C |
p. 235-247
13 p.
|
artikel
|
| 19 |
Small-strain dynamic characterization of clayey soil from the Texcoco Lake, Mexico
|
Flores-Guzmán, Mario
|
|
2014
|
63 |
C |
p. 1-7
7 p.
|
artikel
|
| 20 |
The dynamic response of fluid-saturated porous materials with application to seismically induced soil liquefaction
|
Heider, Y.
|
|
2014
|
63 |
C |
p. 120-137
18 p.
|
artikel
|
| 21 |
The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of ground motions
|
Poursha, Mehdi
|
|
2014
|
63 |
C |
p. 162-173
12 p.
|
artikel
|
| 22 |
Two-dimensional earthquake vibrations in sedimentary basins – SH waves
|
Kara, Hasan Faik
|
|
2014
|
63 |
C |
p. 69-82
14 p.
|
artikel
|
| 23 |
Two-dimensional scattering and diffraction of P- and SV-waves around a semi-circular canyon in an elastic half-space: An analytic solution via a stress-free wave function
|
Lee, Vincent W.
|
|
2014
|
63 |
C |
p. 110-119
10 p.
|
artikel
|
| 24 |
Unified analysis of kinematic and inertial earthquake pile responses via the single-input response spectrum method
|
Kojima, K.
|
|
2014
|
63 |
C |
p. 36-55
20 p.
|
artikel
|
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