| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An interdisciplinary investigation of the seismic performance of a historic tower in Istanbul during the 1999 Kocaeli earthquake
|
Somma, Fausto
|
|
|
21 |
5 |
p. 2921-2945
|
artikel
|
| 2 |
A novel wood-based hybrid system for seismic performance increase of mid-rise building structures
|
Atashfaraz, Babak
|
|
|
21 |
5 |
p. 2635-2656
|
artikel
|
| 3 |
A simplified approach to account for through-soil interaction between two adjacent shallow foundations
|
Zeolla, Enza
|
|
|
21 |
5 |
p. 2503-2532
|
artikel
|
| 4 |
Correction to: Shake table testing of a physical model of telecomunication tower
|
Poposka, Angela
|
|
|
21 |
5 |
p. 3085
|
artikel
|
| 5 |
CRISP: an archive for the site characterization of permanent Italian seismic stations
|
Mercuri, A.
|
|
|
21 |
5 |
p. 2415-2439
|
artikel
|
| 6 |
Displacement incompatibility shape functions between masonry infill wall panels and reinforced concrete frames
|
Pedone, Livio
|
|
|
21 |
5 |
p. 2845-2875
|
artikel
|
| 7 |
Effect of the axial force on shear and flexural strength of masonry spandrels
|
Sandoli, A.
|
|
|
21 |
5 |
p. 2947-2985
|
artikel
|
| 8 |
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading
|
Haeri, S. Mohsen
|
|
|
21 |
5 |
p. 2469-2502
|
artikel
|
| 9 |
Experimental investigations of a new highly ductile hold-down with adaptive stiffness for timber seismic bracing walls
|
Maître, K.
|
|
|
21 |
5 |
p. 2603-2634
|
artikel
|
| 10 |
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements
|
Zhang, Jianxin
|
|
|
21 |
5 |
p. 2785-2815
|
artikel
|
| 11 |
Fragility curves of masonry buildings in aggregate accounting for local mechanisms and site effects
|
Angiolilli, Michele
|
|
|
21 |
5 |
p. 2877-2919
|
artikel
|
| 12 |
Global drift ratio limits for historical masonry mosques
|
Kocaman, İrfan
|
|
|
21 |
5 |
p. 3011-3040
|
artikel
|
| 13 |
Influence of local site effects on seismic risk maps and ranking of Italian municipalities
|
Sabetta, Fabio
|
|
|
21 |
5 |
p. 2441-2468
|
artikel
|
| 14 |
Investigation on the behavior factor of leaning masonry wall structures
|
Choi, Youngjun
|
|
|
21 |
5 |
p. 2987-3009
|
artikel
|
| 15 |
Multi-objective optimization of the inter-story isolation system used as a structural TMD
|
Bernardi, Enrico
|
|
|
21 |
5 |
p. 3041-3065
|
artikel
|
| 16 |
Pin-supported walls as seismic retrofit for existing RC frames: performance improvement through link removal
|
Casprini, Elena
|
|
|
21 |
5 |
p. 2817-2844
|
artikel
|
| 17 |
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies
|
Ciurlanti, Jonathan
|
|
|
21 |
5 |
p. 2723-2757
|
artikel
|
| 18 |
Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix
|
Liang, Bin
|
|
|
21 |
5 |
p. 2691-2722
|
artikel
|
| 19 |
Seismic assessment and finite element modeling of traditional vs innovative point fixed glass facade systems (PFGFS)
|
D’Amore, Simone
|
|
|
21 |
5 |
p. 2657-2689
|
artikel
|
| 20 |
Selection and scaling of 3-component ground motion suite for scenario- and intensity-based assessment of buildings and structures
|
Sriwastav, Ravi Kanth
|
|
|
21 |
5 |
p. 2533-2568
|
artikel
|
| 21 |
Shake table testing of a physical model of telecomunication tower
|
Poposka, Angela
|
|
|
21 |
5 |
p. 3067-3084
|
artikel
|
| 22 |
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation
|
Iyama, Jun
|
|
|
21 |
5 |
p. 2759-2783
|
artikel
|
| 23 |
The PoliTO–UniRoma1 database of cyclic and dynamic laboratory tests: assessment of empirical predictive models
|
Ciancimino, Andrea
|
|
|
21 |
5 |
p. 2569-2601
|
artikel
|
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