nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A combined numerical/experimental prediction method for urban railway vibration
|
Kouroussis, Georges |
|
2017 |
97 |
C |
p. 377-386 |
artikel |
2 |
A completely explicit finite element method for solving dynamic u-p equations of fluid-saturated porous media
|
Xu, Chengshun |
|
2017 |
97 |
C |
p. 364-376 |
artikel |
3 |
A Multi-step approach to generate response-spectrum-compatible artificial earthquake accelerograms
|
Bani-Hani, Khaldoon A. |
|
2017 |
97 |
C |
p. 117-132 |
artikel |
4 |
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group
|
Di Laora, Raffaele |
|
2017 |
97 |
C |
p. 424-438 |
artikel |
5 |
Approximate solution for seismic earth pressures on rigid walls retaining inhomogeneous elastic soil
|
Brandenberg, Scott J. |
|
2017 |
97 |
C |
p. 468-477 |
artikel |
6 |
A practical method for construction of p-y curves for liquefiable soils
|
Dash, Suresh |
|
2017 |
97 |
C |
p. 478-481 |
artikel |
7 |
A trivial way to construct a tripartite response spectrum grid
|
Kausel, Eduardo |
|
2017 |
97 |
C |
p. 182-183 |
artikel |
8 |
Automatic event detection and picking of P, S seismic phases for earthquake early warning and application for the 2008 Wenchuan earthquake
|
Wang, Zijun |
|
2017 |
97 |
C |
p. 172-181 |
artikel |
9 |
Centrifuge modeling of mitigation-soil-foundation-structure interaction on liquefiable ground
|
Olarte, J. |
|
2017 |
97 |
C |
p. 304-323 |
artikel |
10 |
Centrifuge modeling of seismic foundation-soil-foundation interaction on liquefiable sand
|
Jafarian, Y. |
|
2017 |
97 |
C |
p. 184-204 |
artikel |
11 |
Comparative study of 2D and 2.5D responses of long underground tunnels to moving train loads
|
Yang, Y.B. |
|
2017 |
97 |
C |
p. 86-100 |
artikel |
12 |
Deformation mechanisms for offshore monopile foundations accounting for cyclic mobility effects
|
Barari, A. |
|
2017 |
97 |
C |
p. 439-453 |
artikel |
13 |
Directional effects of tectonic fractures on ground motion site amplification from earthquake and ambient noise data: A case study in South Iceland
|
Panzera, Francesco |
|
2017 |
97 |
C |
p. 143-154 |
artikel |
14 |
Double wall barriers for the reduction of ground vibration transmission
|
Van hoorickx, C. |
|
2017 |
97 |
C |
p. 1-13 |
artikel |
15 |
Dynamic impedance of a pipe pile in layered soils under vertical excitations
|
Ai, Zhi Yong |
|
2017 |
97 |
C |
p. 387-394 |
artikel |
16 |
Dynamic pile impedances for fixed-tip piles
|
Anoyatis, George |
|
2017 |
97 |
C |
p. 454-467 |
artikel |
17 |
Dynamic soil structure interaction of bridge piers supported on well foundation
|
Chowdhury, Indrajit |
|
2017 |
97 |
C |
p. 251-265 |
artikel |
18 |
Dynamic variability response functions for stochastic wave propagation in soils
|
Manitaras, Theofilos-Ioannis |
|
2017 |
97 |
C |
p. 60-73 |
artikel |
19 |
Editorial Board / Aims and Scope
|
|
|
2017 |
97 |
C |
p. IFC |
artikel |
20 |
Effect of initial relative density on the post-liquefaction behaviour of sand
|
Rouholamin, Mehdi |
|
2017 |
97 |
C |
p. 25-36 |
artikel |
21 |
Effect of silt on post-cyclic shear strength of sand
|
Noorzad, Reza |
|
2017 |
97 |
C |
p. 133-142 |
artikel |
22 |
Effects of frequency contents of aftershock ground motions on reinforced concrete (RC) bridge columns
|
Shin, Moochul |
|
2017 |
97 |
C |
p. 48-59 |
artikel |
23 |
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour
|
Rinaldin, Giovanni |
|
2017 |
97 |
C |
p. 205-215 |
artikel |
24 |
Equivalent damping of bilinear hysteretic SDOF system considering the influence of initial elastic damping
|
Liu, Tao |
|
2017 |
97 |
C |
p. 74-85 |
artikel |
25 |
Extraction of the 1D Green's function in a layered medium by three interferometry techniques: Theory and a case study
|
Jiménez-González, Carlos O. |
|
2017 |
97 |
C |
p. 233-240 |
artikel |
26 |
Hypoelastic UR-free model for soils under cyclic loading
|
Camões Lourenço, João |
|
2017 |
97 |
C |
p. 413-423 |
artikel |
27 |
Inelastic design spectra based on the actual dissipative capacity of the hysteretic response
|
Martinelli, Enzo |
|
2017 |
97 |
C |
p. 101-116 |
artikel |
28 |
Influence of air injection on the liquefaction-induced deformation mechanisms beneath shallow foundations
|
Zeybek, A. |
|
2017 |
97 |
C |
p. 266-276 |
artikel |
29 |
Investigation on the seismic performance of steel-strip reinforced-soil retaining walls using shaking table test
|
Yazdandoust, Majid |
|
2017 |
97 |
C |
p. 216-232 |
artikel |
30 |
Near-field effects on site characterization using MASW technique
|
Roy, Narayan |
|
2017 |
97 |
C |
p. 289-303 |
artikel |
31 |
Numerical modeling of dip-slip faulting through granular soils using DEM
|
Hazeghian, Mohammad |
|
2017 |
97 |
C |
p. 155-171 |
artikel |
32 |
Response of the Christchurch water distribution system to the 22 February 2011 earthquake
|
Bouziou, D. |
|
2017 |
97 |
C |
p. 14-24 |
artikel |
33 |
Safety evaluation of cored rockfill dams under high seismicity using dynamic centrifuge modeling
|
Park, Dong Soon |
|
2017 |
97 |
C |
p. 345-363 |
artikel |
34 |
Seismic microzoning of Belgrade
|
Lee, V.W. |
|
2017 |
97 |
C |
p. 395-412 |
artikel |
35 |
Settlement evaluation of explosive compaction in saturated sands
|
Daryaei, Reza |
|
2017 |
97 |
C |
p. 241-250 |
artikel |
36 |
Simplified probabilistic seismic assessment of RC frames with added viscous dampers
|
Landi, Luca |
|
2017 |
97 |
C |
p. 277-288 |
artikel |
37 |
Soil liquefaction in Kathmandu valley due to 25 April 2015 Gorkha, Nepal earthquake
|
Gautam, Dipendra |
|
2017 |
97 |
C |
p. 37-47 |
artikel |
38 |
Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model
|
Correia dos Santos, N. |
|
2017 |
97 |
C |
p. 324-344 |
artikel |