nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A unified framework for earthquake risk assessment of transportation networks and gross regional product
|
Carturan, Federico |
|
2013 |
12 |
2 |
p. 795-806 |
artikel |
2 |
Eurocode 8-compatible synthetic time-series as input to dynamic analysis
|
Causse, Mathieu |
|
2013 |
12 |
2 |
p. 755-768 |
artikel |
3 |
Fully probabilistic seismic risk assessment considering local site effects for the portfolio of buildings in Medellín, Colombia
|
Salgado-Gálvez, Mario A. |
|
2013 |
12 |
2 |
p. 671-695 |
artikel |
4 |
Generation of accelerograms compatible with design specifications using information theory
|
Batou, Anas |
|
2013 |
12 |
2 |
p. 769-794 |
artikel |
5 |
Geometrical focusing as a mechanism for significant amplification of ground motion in sedimentary basins: analytical and numerical study
|
Shani-Kadmiel, Shahar |
|
2013 |
12 |
2 |
p. 607-625 |
artikel |
6 |
Ground-motion prediction equations for interface earthquakes of M7 to M9 based on empirical data from Japan
|
Ghofrani, Hadi |
|
2013 |
12 |
2 |
p. 549-571 |
artikel |
7 |
Ground motion simulations for the 23 October 2011 Van, Eastern Turkey earthquake using stochastic finite fault approach
|
Zengin, Esra |
|
2013 |
12 |
2 |
p. 627-646 |
artikel |
8 |
Inelastic seismic demand estimation of wood-frame houses subjected to mainshock-aftershock sequences
|
Goda, Katsuichiro |
|
2013 |
12 |
2 |
p. 855-874 |
artikel |
9 |
Performance-based seismic design of integral abutment bridges
|
Franchin, Paolo |
|
2013 |
12 |
2 |
p. 939-960 |
artikel |
10 |
Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses
|
Fujii, Kenji |
|
2013 |
12 |
2 |
p. 909-938 |
artikel |
11 |
Rotation-invariant mean duration of strong ground motion
|
Rupakhety, R. |
|
2013 |
12 |
2 |
p. 573-584 |
artikel |
12 |
Seismic behavior of an inverted T-shape flexible retaining wall via dynamic centrifuge tests
|
Jo, Seong-Bae |
|
2013 |
12 |
2 |
p. 961-980 |
artikel |
13 |
Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique
|
De Stefani, Lorenzo |
|
2013 |
12 |
2 |
p. 829-853 |
artikel |
14 |
Seismic response of lined tunnels in the half-plane with surface topography
|
Parvanova, Sonia L. |
|
2013 |
12 |
2 |
p. 981-1005 |
artikel |
15 |
Sensitivity analysis of carbon fiber-reinforced elastomeric isolators based on experimental tests and finite element simulations
|
Hedayati Dezfuli, Farshad |
|
2013 |
12 |
2 |
p. 1025-1043 |
artikel |
16 |
Shear wave velocity measurements and soil–pile system identifications in dynamic centrifuge tests
|
Lee, Chung-Jung |
|
2013 |
12 |
2 |
p. 717-734 |
artikel |
17 |
Simplified seismic soil classification: the Vfz matrix
|
Castellaro, Silvia |
|
2013 |
12 |
2 |
p. 735-754 |
artikel |
18 |
Site effects in the Aterno River Valley (L’Aquila, Italy): comparison between empirical and 2D numerical modelling starting from April 6th 2009 Mw 6.3 earthquake
|
Gaudiosi, Iolanda |
|
2013 |
12 |
2 |
p. 697-716 |
artikel |
19 |
The rocking response of large flexible structures to earthquakes
|
Acikgoz, Sinan |
|
2013 |
12 |
2 |
p. 875-908 |
artikel |
20 |
Time–frequency analysis of the 2012 double earthquakes records in North-West of Iran
|
Yaghmaei-Sabegh, Saman |
|
2013 |
12 |
2 |
p. 585-606 |
artikel |
21 |
Tuned liquid dampers simulation for earthquake response control of buildings
|
Novo, T. |
|
2013 |
12 |
2 |
p. 1007-1024 |
artikel |
22 |
Updated seismic hazard assessment of Tunisia
|
Ksentini, Ahmed |
|
2013 |
12 |
2 |
p. 647-670 |
artikel |
23 |
Vulnerability assessment of reinforced concrete bridge structures in Algiers using scenario earthquakes
|
Kibboua, Abderrahmane |
|
2013 |
12 |
2 |
p. 807-827 |
artikel |