| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A new seismic hazard analysis using FOSM algorithms
|
Wang, J.P.
|
|
2014
|
67 |
C |
p. 251-256
6 p.
|
artikel
|
| 2 |
A study on low strain integrity testing of platform-pile system using staggered grid finite difference method
|
Jiang, Jing
|
|
2014
|
67 |
C |
p. 345-352
8 p.
|
artikel
|
| 3 |
Attenuation of ground vibrations using in-filled wave barriers
|
Ekanayake, S.D.
|
|
2014
|
67 |
C |
p. 290-300
11 p.
|
artikel
|
| 4 |
Axisymmetric vibration of an elastic circular plate bonded on a transversely isotropic multilayered half-space
|
Ai, Zhi Yong
|
|
2014
|
67 |
C |
p. 257-263
7 p.
|
artikel
|
| 5 |
Bias assessment in Incremental Dynamic Analysis due to record scaling
|
Zacharenaki, Athanasia
|
|
2014
|
67 |
C |
p. 158-168
11 p.
|
artikel
|
| 6 |
Closure to “performance of a transparent Flexible Shear Beam container for geotechnical centrifuge modelling of dynamic problems” by Ghayoomi M., Dashti S., and McCartney J.S.
|
Ghayoomi, M.
|
|
2014
|
67 |
C |
p. 363-369
7 p.
|
artikel
|
| 7 |
Constrained optimization for 1-D dynamic and earthquake response analysis of hybrid base-isolation systems
|
Oliveto, Giuseppe
|
|
2014
|
67 |
C |
p. 44-53
10 p.
|
artikel
|
| 8 |
Coupling of topographic and stratigraphic effects on seismic response of slopes through 2D linear and equivalent linear analyses
|
Rizzitano, Samuela
|
|
2014
|
67 |
C |
p. 66-84
19 p.
|
artikel
|
| 9 |
Discussion of: A study on the application of the parallel seismic method in pile testing
|
Zhang, Jing-Yi
|
|
2014
|
67 |
C |
p. 370-371
2 p.
|
artikel
|
| 10 |
Discussion of “Performance of a transparent flexible shear beam container for geotechnical centrifuge modelling of dynamic problems by Ghayoomi, Dashti and McCartney”
|
Haigh, Stuart
|
|
2014
|
67 |
C |
p. 359-362
4 p.
|
artikel
|
| 11 |
Earthquake vulnerability of school buildings: Probabilistic structural fragility analyses
|
Hancilar, Ufuk
|
|
2014
|
67 |
C |
p. 169-178
10 p.
|
artikel
|
| 12 |
Editorial Board / Aims and Scope
|
|
|
2014
|
67 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model
|
Wang, Jue
|
|
2014
|
67 |
C |
p. 54-65
12 p.
|
artikel
|
| 14 |
Field testing and analysis of high speed rail vibrations
|
Connolly, D.P.
|
|
2014
|
67 |
C |
p. 102-118
17 p.
|
artikel
|
| 15 |
First-order doubly-asymptotic formulation of the direct stiffness method for elastodynamic problems
|
Ceballos, Marcelo A.
|
|
2014
|
67 |
C |
p. 273-289
17 p.
|
artikel
|
| 16 |
1-g Experimental investigation of bi-layer soil response and kinematic pile bending
|
Chidichimo, Andrea
|
|
2014
|
67 |
C |
p. 219-232
14 p.
|
artikel
|
| 17 |
Impact of geometrical and mechanical characteristics on the spectral response of sediment-filled valleys
|
Gatmiri, Behrouz
|
|
2014
|
67 |
C |
p. 233-250
18 p.
|
artikel
|
| 18 |
Inelastic seismic behavior of soil–pile raft–structure system under bi-directional ground motion
|
Dutta, Sekhar Chandra
|
|
2014
|
67 |
C |
p. 133-157
25 p.
|
artikel
|
| 19 |
Influence of reservoir geometry and conditions on the seismic response of arch dams
|
García, F.
|
|
2014
|
67 |
C |
p. 264-272
9 p.
|
artikel
|
| 20 |
Integrative seismic safety evaluation of a high concrete arch dam
|
Hariri-Ardebili, M.A.
|
|
2014
|
67 |
C |
p. 85-101
17 p.
|
artikel
|
| 21 |
Modeling granular soils liquefaction using coupled lattice Boltzmann method and discrete element method
|
El Shamy, Usama
|
|
2014
|
67 |
C |
p. 119-132
14 p.
|
artikel
|
| 22 |
Performance of laterally loaded H-piles in sand
|
Guo, P.X.
|
|
2014
|
67 |
C |
p. 316-325
10 p.
|
artikel
|
| 23 |
Response of a RC pile group in liquefiable soil: A shake-table investigation
|
Tang, Liang
|
|
2014
|
67 |
C |
p. 301-315
15 p.
|
artikel
|
| 24 |
Response to discussion on “A study on the application of the parallel seismic method in pile testing” by Jing-Yi Zhang, Long-Zhu Chen
|
Lu, Zhi Tang
|
|
2014
|
67 |
C |
p. 372-373
2 p.
|
artikel
|
| 25 |
Seismic behaviour of circular tunnels accounting for above ground structures interaction effects
|
Pitilakis, Kyriazis
|
|
2014
|
67 |
C |
p. 1-15
15 p.
|
artikel
|
| 26 |
Seismic response of reinforced concrete frames on monopile foundations
|
Carbonari, Sandro
|
|
2014
|
67 |
C |
p. 326-344
19 p.
|
artikel
|
| 27 |
Seismic vulnerability assessment of a high voltage disconnect switch
|
Paolacci, Fabrizio
|
|
2014
|
67 |
C |
p. 198-207
10 p.
|
artikel
|
| 28 |
Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis
|
Tsai, Chi-Chin
|
|
2014
|
67 |
C |
p. 353-358
6 p.
|
artikel
|
| 29 |
Shaking table tests for the seismic response of a base-isolated structure with the SSI effect
|
Haiyang, Zhuang
|
|
2014
|
67 |
C |
p. 208-218
11 p.
|
artikel
|
| 30 |
Simplified multi-block constitutive model predicting earthquake-induced landslide triggering and displacement along slip surfaces of saturated sand
|
Stamatopoulos, Constantine A.
|
|
2014
|
67 |
C |
p. 16-29
14 p.
|
artikel
|
| 31 |
Site condition evaluation using horizontal-to-vertical response spectral ratios of earthquakes in the NGA-West 2 and Japanese databases
|
Ghofrani, Hadi
|
|
2014
|
67 |
C |
p. 30-43
14 p.
|
artikel
|
| 32 |
Towards a seismic capacity design of caisson foundations supporting bridge piers
|
Zafeirakos, Athanasios
|
|
2014
|
67 |
C |
p. 179-197
19 p.
|
artikel
|
Tijdschrift beschrijving