| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A new energy-based ground motion selection and modification method limiting the dynamic response dispersion and preserving the median demand
|
Marasco, S.
|
|
2017
|
16 |
2 |
p. 561-581
|
artikel
|
| 2 |
A rapid seismic safety assessment method for mid-rise reinforced concrete buildings
|
Kaplan, Onur
|
|
2017
|
16 |
2 |
p. 889-915
|
artikel
|
| 3 |
A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings
|
Zhang, Yantai
|
|
2017
|
16 |
2 |
p. 643-677
|
artikel
|
| 4 |
Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM
|
Ubertini, Filippo
|
|
2017
|
16 |
2 |
p. 775-801
|
artikel
|
| 5 |
Basin effects on ground motion: the case of a high-resolution experiment in Cephalonia (Greece)
|
Theodoulidis, N.
|
|
2017
|
16 |
2 |
p. 529-560
|
artikel
|
| 6 |
Behaviour of steel cushions subjected to combined actions
|
Yüksel, Ercan
|
|
2017
|
16 |
2 |
p. 707-729
|
artikel
|
| 7 |
Correction to: A spectral-velocity-based combination-type earthquake intensity measure for super high-rise buildings
|
Zhang, Yantai
|
|
2017
|
16 |
2 |
p. 679-680
|
artikel
|
| 8 |
Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability
|
Rosso, Angelica
|
|
2017
|
16 |
2 |
p. 859-887
|
artikel
|
| 9 |
Effect of coupling excess pore pressure and soil deformation on nonlinear SSI in liquefiable soil deposits
|
Montoya-Noguera, S.
|
|
2017
|
16 |
2 |
p. 681-705
|
artikel
|
| 10 |
Joint deconvolution of building and downhole seismic recordings: an application to three test cases
|
Petrovic, Bojana
|
|
2017
|
16 |
2 |
p. 613-641
|
artikel
|
| 11 |
Modified capacity design rule for columns in tall steel MRFs with linear viscous dampers within the framework of Eurocode 8
|
Kariniotakis, Konstantinos
|
|
2017
|
16 |
2 |
p. 917-932
|
artikel
|
| 12 |
Multi-point shaking table test of a long tunnel subjected to non-uniform seismic loadings
|
Yu, Haitao
|
|
2017
|
16 |
2 |
p. 1041-1059
|
artikel
|
| 13 |
Numerical evaluation of seismic response of soft-story RC frames retrofitted with passive devices
|
Oinam, Romanbabu M.
|
|
2017
|
16 |
2 |
p. 983-1006
|
artikel
|
| 14 |
Numerical insights on the seismic behavior of a non-isolated historical masonry tower
|
Castellazzi, Giovanni
|
|
2017
|
16 |
2 |
p. 933-961
|
artikel
|
| 15 |
On time-domain uncoupled analyses for offshore wind turbines under seismic loads
|
Santangelo, F.
|
|
2017
|
16 |
2 |
p. 1007-1040
|
artikel
|
| 16 |
Overstrength of dowelled CLT connections under monotonic and cyclic loading
|
Ottenhaus, Lisa-Mareike
|
|
2017
|
16 |
2 |
p. 753-773
|
artikel
|
| 17 |
Performance-based assessment of an innovative braced tube system for tall buildings
|
Mohammadi, Hossein
|
|
2017
|
16 |
2 |
p. 731-752
|
artikel
|
| 18 |
Reliability-based optimal design of nonlinear viscous dampers for the seismic protection of structural systems
|
Altieri, Domenico
|
|
2017
|
16 |
2 |
p. 963-982
|
artikel
|
| 19 |
Seismic behaviour of timber-laced stone masonry buildings before and after interventions: shaking table tests on a two-storey masonry model
|
Mouzakis, Charalambos
|
|
2017
|
16 |
2 |
p. 803-829
|
artikel
|
| 20 |
Seismic performance and damage incurred by monolithic concrete self-centering rocking walls under the effect of axial stress ratio
|
Jafari, Abouzar
|
|
2017
|
16 |
2 |
p. 831-858
|
artikel
|
| 21 |
Structure-specific selection of earthquake ground motions for the reliable design and assessment of structures
|
Katsanos, E. I.
|
|
2017
|
16 |
2 |
p. 583-611
|
artikel
|
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