nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An investigation about seismic behavior of piled raft foundation for oil storage tanks using centrifuge modelling
|
Sahraeian, Seyed Mohammad Sadegh |
|
2018 |
104 |
C |
p. 210-227 |
artikel |
2 |
An orthogonal Hilbert-Huang transform and its application in the spectral representation of earthquake accelerograms
|
Huang, Tian-Li |
|
2018 |
104 |
C |
p. 378-389 |
artikel |
3 |
Application of UBCSAND to the LEAP centrifuge experiments
|
Beaty, Michael H. |
|
2018 |
104 |
C |
p. 143-153 |
artikel |
4 |
A study on major seismological and fault-site parameters affecting near-fault directivity ground-motion demands for strike-slip faulting for their possible inclusion in seismic design codes
|
Akkar, Sinan |
|
2018 |
104 |
C |
p. 88-105 |
artikel |
5 |
Author's reply to discussers on “The effect of sliding on the rocking instability of multi-rigid block assemblies under ground motion” by A.N. Kounadis [Soil Dyn Earthq Eng 104(2018) 1–14]
|
|
|
2018 |
104 |
C |
p. 371 |
artikel |
6 |
Comparison of different models for high damping rubber bearings in seismically isolated bridges
|
Tubaldi, E. |
|
2018 |
104 |
C |
p. 329-345 |
artikel |
7 |
Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses
|
Hu, Xiuqing |
|
2018 |
104 |
C |
p. 319-328 |
artikel |
8 |
2.5D coupled FEM-SBFEM analysis of ground vibrations induced by train movement
|
Yaseri, A. |
|
2018 |
104 |
C |
p. 307-318 |
artikel |
9 |
Discussion of “Rocking vibration of a rigid disk embedded in any depth of a coupled seawater-visco-poro-elastic seabed half-space” by R. He [Soil Dyn. Earthq. Eng. 85(2016), 130–133]
|
Ahmadi, S.F. |
|
2018 |
104 |
C |
p. 449-450 |
artikel |
10 |
Discussion on “The effect of sliding on the rocking instability of multi-rigid block assemblies under ground motion” by A.N. Kounadis [Soil Dyn Earthq Eng 104 (2018) 1–14]
|
Dassios, G. |
|
2018 |
104 |
C |
p. 370 |
artikel |
11 |
Discussion on “The effect of sliding on the rocking instability of multi-rigid block assemblies under ground motion” by A.N. Kounadis [Soil Dyn Earthq Eng 104 (2018) 1–14]
|
Gazetas, G. |
|
2018 |
104 |
C |
p. 369 |
artikel |
12 |
Earthquake-induced settlement of a clay layer
|
Sato, Hidemasa |
|
2018 |
104 |
C |
p. 418-431 |
artikel |
13 |
Editorial Board / Aims and Scope
|
|
|
2018 |
104 |
C |
p. IFC |
artikel |
14 |
Effect of geotextile reinforcement on cyclic undrained behavior of sand
|
Ziaie Moayed, Reza |
|
2018 |
104 |
C |
p. 395-402 |
artikel |
15 |
Effect of soil-structure interaction on inelastic displacement ratios of degrading structures
|
Hassani, Nemat |
|
2018 |
104 |
C |
p. 75-87 |
artikel |
16 |
Effect of super-structure frequency on the seismic behavior of pile-raft foundation using physical modeling
|
Baziar, Mohammad Hassan |
|
2018 |
104 |
C |
p. 196-209 |
artikel |
17 |
Energy-based evaluation of liquefaction of fiber-reinforced sand using cyclic triaxial testing
|
Fardad Amini, P. |
|
2018 |
104 |
C |
p. 45-53 |
artikel |
18 |
Feasibility of ambient vibration screening by periodic geofoam-filled trenches
|
Pu, Xingbo |
|
2018 |
104 |
C |
p. 228-235 |
artikel |
19 |
Geotechnical and infrastructural damage due to the 2016 Kumamoto earthquake sequence
|
Bhattacharya, S. |
|
2018 |
104 |
C |
p. 390-394 |
artikel |
20 |
Incremental dynamic analysis of nonlinear rocking soil-structure systems
|
Masaeli, Hamid |
|
2018 |
104 |
C |
p. 236-249 |
artikel |
21 |
Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures
|
Castaldo, P. |
|
2018 |
104 |
C |
p. 346-364 |
artikel |
22 |
Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory
|
Greco, Rita |
|
2018 |
104 |
C |
p. 365-368 |
artikel |
23 |
Interpretation of the velocity measured in buildings by seismic interferometry based on Timoshenko beam theory under weak and moderate motion
|
Michel, Clotaire |
|
2018 |
104 |
C |
p. 131-142 |
artikel |
24 |
Investigation of ground vibrations induced by trains moving on saturated transversely isotropic ground
|
Gao, Guangyun |
|
2018 |
104 |
C |
p. 40-44 |
artikel |
25 |
Liquefaction resistance of fibre reinforced low-plasticity silt
|
Chegenizadeh, Amin |
|
2018 |
104 |
C |
p. 372-377 |
artikel |
26 |
Modeling added spatial variability due to soil improvement: Coupling FEM with binary random fields for seismic risk analysis
|
Montoya-Noguera, Silvana |
|
2018 |
104 |
C |
p. 174-185 |
artikel |
27 |
Porosity estimation of unsaturated soil using Brutsaert equation
|
Choo, Hyunwook |
|
2018 |
104 |
C |
p. 33-39 |
artikel |
28 |
Quantification of response spectra of pulse-like near-fault ground motions
|
Pu, Wuchuan |
|
2018 |
104 |
C |
p. 117-130 |
artikel |
29 |
Reply to Authors on “Assessment of earthquake damage considering the characteristics of past events in South America”
|
Ordaz, Mario |
|
2018 |
104 |
C |
p. 154-155 |
artikel |
30 |
Revisiting the 1995 M W 6.4 Aigion, Greece, earthquake: Simulation of broadband strong ground motion and site response analysis
|
Mavroeidis, George P. |
|
2018 |
104 |
C |
p. 156-173 |
artikel |
31 |
Role of conditioning intensity measure in the influence of ground motion duration on the structural response
|
Kiani, Jalal |
|
2018 |
104 |
C |
p. 408-417 |
artikel |
32 |
Seismic behavior of irregular reinforced-concrete structures under multiple earthquake excitations
|
Oyguc, Resat |
|
2018 |
104 |
C |
p. 15-32 |
artikel |
33 |
Seismic fragility for high CFRDs based on deformation and damage index through incremental dynamic analysis
|
Pang, Rui |
|
2018 |
104 |
C |
p. 432-436 |
artikel |
34 |
Shear wave velocity and soil type microzonation using neural networks and geographic information system
|
Motalleb Nejad, Mohammad |
|
2018 |
104 |
C |
p. 54-63 |
artikel |
35 |
Shear wave velocity profiles of fill dams
|
Park, DongSoon |
|
2018 |
104 |
C |
p. 250-258 |
artikel |
36 |
Simplified formulas for the seismic bearing capacity of shallow strip foundations
|
Conti, Riccardo |
|
2018 |
104 |
C |
p. 64-74 |
artikel |
37 |
Site amplifications and the effect on local magnitude determination at stations of the surface–downhole network in Taiwan
|
Kuo, Chun-Hsiang |
|
2018 |
104 |
C |
p. 106-116 |
artikel |
38 |
Static and seismic earth pressure coefficients for vertical walls with horizontal backfill
|
Krabbenhoft, K. |
|
2018 |
104 |
C |
p. 403-407 |
artikel |
39 |
Statistical analysis of the additional amplification in deep basins relative to the 1D approach
|
Zhu, Chuanbin |
|
2018 |
104 |
C |
p. 296-306 |
artikel |
40 |
Study on the effect of the motion state of interface on the damping characteristics of SSI system
|
Zhang, Zhiying |
|
2018 |
104 |
C |
p. 186-195 |
artikel |
41 |
Support vector machine based reliability analysis of concrete dams
|
Hariri-Ardebili, Mohammad Amin |
|
2018 |
104 |
C |
p. 276-295 |
artikel |
42 |
The effect of sliding on the rocking instability of multi- rigid block assemblies under ground motion
|
Kounadis, Anthony N. |
|
2018 |
104 |
C |
p. 1-14 |
artikel |
43 |
The effect of variation of soil conditions along the pipeline in the fault-crossing zone
|
Trifonov, Oleg V. |
|
2018 |
104 |
C |
p. 437-448 |
artikel |
44 |
Vertical ductility demand and residual displacement of roof-type steel structures subjected to vertical earthquake ground motions
|
Xiang, Yang |
|
2018 |
104 |
C |
p. 259-275 |
artikel |