| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An empirical seismic vulnerability model
|
Rosti, A.
|
|
|
20 |
8 |
p. 4147-4173
|
artikel
|
| 2 |
An improved capacity design procedure incorporating the effect of gap-opening on higher mode responses in rocking wall structures
|
Qureshi, Muhammad Irshad
|
|
|
20 |
8 |
p. 3941-3969
|
artikel
|
| 3 |
Census-based typological usability fragility curves for Italian unreinforced masonry buildings
|
Zucconi, Maria
|
|
|
20 |
8 |
p. 4097-4116
|
artikel
|
| 4 |
Compressive performance of circular hollow section brace with eccentrically installed rib-stiffened splice plates
|
Tagawa, Hiroshi
|
|
|
20 |
8 |
p. 3801-3820
|
artikel
|
| 5 |
Effects of magnitude and distance on spectral and pseudospectral acceleration proximities for high damping ratio
|
Zhang, Haizhong
|
|
|
20 |
8 |
p. 3715-3737
|
artikel
|
| 6 |
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads
|
Khodabakhshi, Nahid
|
|
|
20 |
8 |
p. 4175-4212
|
artikel
|
| 7 |
Experimental study of seismic torsional behavior of reinforced concrete walls
|
Türkay, Alperen
|
|
|
20 |
8 |
p. 4213-4235
|
artikel
|
| 8 |
Extent and hierarchy of seismic induced inelastic demands in the substructure system of bridges on piled foundation crossing waterways
|
Tawadros, H. W. S.
|
|
|
20 |
8 |
p. 3889-3919
|
artikel
|
| 9 |
Flat slabs as primary seismic elements in second-generation Eurocode 8
|
Fardis, Michael N.
|
|
|
20 |
8 |
p. 4025-4063
|
artikel
|
| 10 |
In-plane retrofitting of masonry structures by using GFRP strips in the bedjoints
|
Ahani, Elshan
|
|
|
20 |
8 |
p. 4259-4288
|
artikel
|
| 11 |
Liquefied sites of the 2012 Emilia earthquake: a comprehensive database of the geological and geotechnical features (Quaternary alluvial Po plain, Italy)
|
Minarelli, L.
|
|
|
20 |
8 |
p. 3659-3697
|
artikel
|
| 12 |
Nonlinear numerical parametric study of the number and arrangement of dowels connecting the wall to the bounding frame for the seismic strengthening of RC frames with RC infill walls
|
Georgiou, Elpida
|
|
|
20 |
8 |
p. 3821-3862
|
artikel
|
| 13 |
Optimization of the structural coupling between RC frames, CLT shear walls and asymmetric friction connections
|
Aloisio, Angelo
|
|
|
20 |
8 |
p. 3775-3800
|
artikel
|
| 14 |
Performance of confined masonry buildings in November 2017, Sarpole Zahab earthquake (Mw = 7.3), Iran
|
Najafgholipour, M. A.
|
|
|
20 |
8 |
p. 4065-4095
|
artikel
|
| 15 |
Rapid earthquake loss updating of spatially distributed systems via sampling-based bayesian inference
|
Gehl, Pierre
|
|
|
20 |
8 |
p. 3995-4023
|
artikel
|
| 16 |
Rope mesh as a seismic reinforcement for two-storey adobe buildings
|
Tarque, Nicola
|
|
|
20 |
8 |
p. 3863-3888
|
artikel
|
| 17 |
Seismic behaviour of cross vaults with different brick pattern
|
Alforno, M.
|
|
|
20 |
8 |
p. 3921-3939
|
artikel
|
| 18 |
Seismic characterization of Iranian strong motion stations in Kermanshah province (Iran) using single-station Rayleigh wave ellipticity inversion of ambient noise measurements
|
Ashayeri, Iman
|
|
|
20 |
8 |
p. 3739-3773
|
artikel
|
| 19 |
Seismic performance assessment of wall-type gravel and rubber drains in liquefaction mitigation of sands
|
Hasheminezhad, Araz
|
|
|
20 |
8 |
p. 3699-3714
|
artikel
|
| 20 |
Seismic vulnerability of historic brick masonry buildings in Vienna
|
Karic, Amel
|
|
|
20 |
8 |
p. 4117-4145
|
artikel
|
| 21 |
Shake table tests of concrete anchors for non-structural components including innovative and alternative anchorage detailing
|
Ciurlanti, Jonathan
|
|
|
20 |
8 |
p. 3971-3993
|
artikel
|
| 22 |
Site specific probabilistic seismic hazard model for Isfahan, Iran: estimates and uncertainties
|
Kohrangi, Mohsen
|
|
|
20 |
8 |
p. 3623-3657
|
artikel
|
| 23 |
Suppression of the torsional irregularity of high-rise buildings using viscous wall dampers
|
Dilsiz, Abdullah
|
|
|
20 |
8 |
p. 4237-4257
|
artikel
|
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