| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical tsunami fragility curves for seaport RC buildings and steel light frame warehouses
|
Karafagka, Stella
|
|
2018
|
112 |
C |
p. 118-137
|
artikel
|
| 2 |
A nonlinear analysis of dynamic interactions of CFRD–compressible reservoir system based on FEM–SBFEM
|
Xu, He
|
|
2018
|
112 |
C |
p. 24-34
|
artikel
|
| 3 |
Attenuation of strong earthquake ground motion – II: Dependence on geology along the wave paths from the Burmese subduction zone to northeastern India
|
Gupta, I.D.
|
|
2018
|
112 |
C |
p. 256-276
|
artikel
|
| 4 |
Can a discrete dynamic model ever perfectly simulate a continuum?
|
Kausel, Eduardo
|
|
2018
|
112 |
C |
p. 53-57
|
artikel
|
| 5 |
Comparison of statistical and machine learning approaches to modeling earthquake damage to water pipelines
|
Bagriacik, Adam
|
|
2018
|
112 |
C |
p. 76-88
|
artikel
|
| 6 |
Cyclic loading test for circular reinforced concrete columns subjected to near-fault ground motion
|
Yi, Wei-Jian
|
|
2018
|
112 |
C |
p. 8-17
|
artikel
|
| 7 |
Design implementation of re-centring dual eccentrically braced frames with removable links
|
Chesoan, Adriana
|
|
2018
|
112 |
C |
p. 174-184
|
artikel
|
| 8 |
Dynamic response analysis of railway embankments under train loads in permafrost regions of the Qinghai-Tibet Plateau
|
Wu, Zhijian
|
|
2018
|
112 |
C |
p. 1-7
|
artikel
|
| 9 |
Editorial Board
|
|
|
2018
|
112 |
C |
p. ii
|
artikel
|
| 10 |
Effect of compaction conditions and fines content on cyclic undrained strength of saturated soils
|
Matsumura, Satoshi
|
|
2018
|
112 |
C |
p. 152-161
|
artikel
|
| 11 |
Effect of exterior concrete shear keys on the seismic performance of laminated rubber bearing-supported highway bridges in China
|
Xiang, Nailiang
|
|
2018
|
112 |
C |
p. 185-197
|
artikel
|
| 12 |
Effects of asphalt overlay on XCC pile-supported embankment vibration from a moving vehicle
|
Yin, Feng
|
|
2018
|
112 |
C |
p. 18-23
|
artikel
|
| 13 |
Efficient time-domain deconvolution of seismic ground motions using the equivalent-linear method for soil-structure interaction analyses
|
Khazaei Poul, Masoud
|
|
2018
|
112 |
C |
p. 138-151
|
artikel
|
| 14 |
Feasibility study of a loss-driven earthquake early warning and rapid response systems for tunnels of the Italian high-speed railway network
|
Fabozzi, S.
|
|
2018
|
112 |
C |
p. 232-242
|
artikel
|
| 15 |
Field evidence of SSI from full-scale structure testing
|
Pitilakis, Dimitris
|
|
2018
|
112 |
C |
p. 89-106
|
artikel
|
| 16 |
Gaussian-filtered Horizontal Motion (GHM) plots of non-synchronous ambient microtremors for the identification of flexural and torsional modes of a building
|
Dal Moro, Giancarlo
|
|
2018
|
112 |
C |
p. 243-255
|
artikel
|
| 17 |
Impact of displacement demand reliability for seismic vulnerability assessment at an urban scale
|
Diana, L.
|
|
2018
|
112 |
C |
p. 35-52
|
artikel
|
| 18 |
Improved equivalent mass-spring model for seismic response analysis of two-dimensional soil strata
|
Li, Chong
|
|
2018
|
112 |
C |
p. 198-202
|
artikel
|
| 19 |
Natural frequencies of piled raft foundation including superstructure effect
|
Roy, Jashod
|
|
2018
|
112 |
C |
p. 69-75
|
artikel
|
| 20 |
Seismic behavior of pile-supported systems in unsaturated sand
|
Ghayoomi, Majid
|
|
2018
|
112 |
C |
p. 162-173
|
artikel
|
| 21 |
Seismic response of base isolated liquid storage tanks to real and simulated near fault pulse type ground motions
|
Uckan, Eren
|
|
2018
|
112 |
C |
p. 58-68
|
artikel
|
| 22 |
Shape optimized inclined single and double wall wave barriers for ground vibration mitigation
|
Bordón, J.D.R.
|
|
2018
|
112 |
C |
p. 215-231
|
artikel
|
| 23 |
To limit forces or displacements: Collapse study of steel frames isolated by sliding bearings with and without restraining rims
|
Bao, Yu
|
|
2018
|
112 |
C |
p. 203-214
|
artikel
|
| 24 |
Vertical impedance of a pile in layered saturated viscoelastic half-space considering radial inhomogeneity
|
Wang, Jue
|
|
2018
|
112 |
C |
p. 107-117
|
artikel
|
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