| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comprehensive study on the seismic response of one-storey asymmetric systems
|
Palermo, Michele
|
|
2016
|
15 |
4 |
p. 1497-1517
|
artikel
|
| 2 |
A methodology to determine the response modification factor for probabilistic performance-based design
|
Yarahmadi, Hamzeh
|
|
2016
|
15 |
4 |
p. 1739-1769
|
artikel
|
| 3 |
Amplification factors for design of nonstructural components considering the near-fault pulse-like ground motions
|
Pan, Xiaolan
|
|
2016
|
15 |
4 |
p. 1519-1541
|
artikel
|
| 4 |
Behaviour of model pile foundations under dynamic loads in saturated sand
|
Unsever, Y. S.
|
|
2016
|
15 |
4 |
p. 1355-1373
|
artikel
|
| 5 |
BSHAP project strong ground motion database and selection of suitable ground motion models for the Western Balkan Region
|
Salic, Radmila
|
|
2016
|
15 |
4 |
p. 1319-1343
|
artikel
|
| 6 |
Comment to “BSHAP project strong ground motion database and selection of suitable ground motion models for the Western Balkan Region”
|
Cauzzi, Carlo
|
|
2017
|
15 |
4 |
p. 1345-1348
|
artikel
|
| 7 |
Dynamics of inelastic base-isolated structures subjected to recorded ground motions
|
Tsiavos, Anastasios
|
|
2016
|
15 |
4 |
p. 1807-1830
|
artikel
|
| 8 |
Effects of control-structure interaction in active mass driver systems with electric torsional servomotor for seismic applications
|
Venanzi, Ilaria
|
|
2016
|
15 |
4 |
p. 1543-1557
|
artikel
|
| 9 |
Efficiency of alternative intensity measures for the seismic assessment of monolithic free-standing columns
|
Pappas, Athanasios
|
|
2016
|
15 |
4 |
p. 1635-1659
|
artikel
|
| 10 |
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake
|
Del Gaudio, Carlo
|
|
2016
|
15 |
4 |
p. 1425-1450
|
artikel
|
| 11 |
Estimation of repair costs for RC and masonry residential buildings based on damage data collected by post-earthquake visual inspection
|
Martino, G. De
|
|
2016
|
15 |
4 |
p. 1681-1706
|
artikel
|
| 12 |
Experimental investigation on the influence of silicone sealant on the seismic behaviour of precast façades
|
Dal Lago, Bruno
|
|
2016
|
15 |
4 |
p. 1771-1787
|
artikel
|
| 13 |
Experimental tests and numerical analysis of corner connections bent about their axis in lightly reinforced concrete panels cast with wood block system
|
Comodini, F.
|
|
2016
|
15 |
4 |
p. 1661-1679
|
artikel
|
| 14 |
Influence of variability of material mechanical properties on seismic performance of steel and steel–concrete composite structures
|
Badalassi, Massimo
|
|
2016
|
15 |
4 |
p. 1559-1607
|
artikel
|
| 15 |
Numerical modelling and fragility assessment of typical freestanding building contents
|
Petrone, C.
|
|
2016
|
15 |
4 |
p. 1609-1633
|
artikel
|
| 16 |
Probabilistic mechanics-based loss scenarios for school buildings in Basel (Switzerland)
|
Michel, Clotaire
|
|
2016
|
15 |
4 |
p. 1471-1496
|
artikel
|
| 17 |
Reply to “Comment to BSHAP project strong ground motion database and selection of suitable ground motion models for the Western Balkan Region” by Carlo Cauzzi and Ezio Faccioli
|
Salic, Radmila
|
|
2017
|
15 |
4 |
p. 1349-1353
|
artikel
|
| 18 |
Reshaping structural hysteresis response with semi-active viscous damping
|
Hazaveh, N. K.
|
|
2016
|
15 |
4 |
p. 1789-1806
|
artikel
|
| 19 |
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches
|
Milani, Gabriele
|
|
2016
|
15 |
4 |
p. 1707-1737
|
artikel
|
| 20 |
Seismic analysis and investigation of damage mechanism of 57th infantry regiment memorial using finite-discrete element method
|
Erdogan, Yildirim Serhat
|
|
2016
|
15 |
4 |
p. 1397-1424
|
artikel
|
| 21 |
Seismic assessment of existing RC buildings under alternative ground motion ensembles compatible to EC8 and NTC 2008
|
Tanganelli, Marco
|
|
2016
|
15 |
4 |
p. 1375-1396
|
artikel
|
| 22 |
Seismic damage assessment of multi-story lightweight concrete frame buildings reinforced with glass-fiber rods
|
El Zareef, Mohamed A.
|
|
2016
|
15 |
4 |
p. 1451-1470
|
artikel
|
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