| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A modal conditional mean spectrum for nonlinear structural response time-history analysis of tall buildings to consider higher mode effects
|
Du, Ke
|
|
|
22 |
3 |
p. 1187-1216
|
artikel
|
| 2 |
A Multi Pier Macro MPM method for the seismic analysis of steel moment frames
|
Liu, Yaofang
|
|
|
22 |
3 |
p. 1217-1252
|
artikel
|
| 3 |
An optimization framework to evaluate the resiliency of a hospital network based on the seismic vulnerability of a building stock: insights from Bayrakli Izmir
|
Olgun, Gulsah
|
|
|
22 |
3 |
p. 1485-1513
|
artikel
|
| 4 |
Basin boundary seismic effects in Mexico City southern region
|
Mayoral, Juan Manuel
|
|
|
22 |
3 |
p. 845-876
|
artikel
|
| 5 |
Closed-form expressions for partial safety factors used in the seismic assessment of existing RC buildings
|
Pereira, Nuno
|
|
|
22 |
3 |
p. 997-1032
|
artikel
|
| 6 |
Customary light-gauge steel framing construction with flat strap bracing: seismicity limits for low to mid-rise buildings in Europe
|
Navarro, Jordi
|
|
|
22 |
3 |
p. 1111-1146
|
artikel
|
| 7 |
Damage assessment of infilled frame structures using applied element method
|
Kumar, Karaka Hemanth
|
|
|
22 |
3 |
p. 1387-1423
|
artikel
|
| 8 |
Direct floor response spectra for nonlinear nonstructural components
|
Vukobratović, Vladimir
|
|
|
22 |
3 |
p. 1033-1053
|
artikel
|
| 9 |
Evolution of national codes for the design of RC structures in Romania
|
Pavel, Florin
|
|
|
22 |
3 |
p. 911-949
|
artikel
|
| 10 |
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads
|
Almutairi, Fahad Falah
|
|
|
22 |
3 |
p. 1081-1110
|
artikel
|
| 11 |
Ground motion prediction equations for the horizontal component from shallow crustal and upper mantle earthquakes in Japan using site period as site parameter
|
Hou, Ruibin
|
|
|
22 |
3 |
p. 763-794
|
artikel
|
| 12 |
Influence of window opening on cyclic behavior of precast infill wall with sliding joints
|
Huang, Weiyuan
|
|
|
22 |
3 |
p. 1275-1307
|
artikel
|
| 13 |
In-plane seismic performance of rammed earth walls: an eastern Croatia reconnaissance based study
|
Perić Fekete, Ana
|
|
|
22 |
3 |
p. 1359-1385
|
artikel
|
| 14 |
Macroseismic intensity attenuation models calibrated in Mw for Italy
|
Gomez-Capera, A. A.
|
|
|
22 |
3 |
p. 795-843
|
artikel
|
| 15 |
Nonlinear macromodeling of multistory RC buildings with masonry infill walls
|
El-Kholy, Ahmed M.
|
|
|
22 |
3 |
p. 1451-1484
|
artikel
|
| 16 |
Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea
|
Choi, Insub
|
|
|
22 |
3 |
p. 1055-1079
|
artikel
|
| 17 |
Parametric pushover curve model for seismic performance assessment of building stock
|
Fazarinc, Neja
|
|
|
22 |
3 |
p. 1425-1449
|
artikel
|
| 18 |
Seismic assessment of bridges through structural health monitoring: a state-of-the-art review
|
Karakostas, Christos
|
|
|
22 |
3 |
p. 1309-1357
|
artikel
|
| 19 |
Seismic response of elevated steel tanks equipped with the seesaw system
|
Katsimpini, Panagiota
|
|
|
22 |
3 |
p. 1253-1274
|
artikel
|
| 20 |
Seismic risk assessment of residential buildings by the Heuristic vulnerability model: influence of fragility curve models and inventory scale
|
Colajanni, Piero
|
|
|
22 |
3 |
p. 877-910
|
artikel
|
| 21 |
Selection of optimal vector-valued seismic intensity measures for fragility analysis of self-centering prestressed RC structures
|
Chen, Zefan
|
|
|
22 |
3 |
p. 1515-1538
|
artikel
|
| 22 |
Simplified pushover-based seismic loss assessment for existing infilled frame structures
|
Nafeh, Al Mouayed Bellah
|
|
|
22 |
3 |
p. 951-995
|
artikel
|
| 23 |
Updated empirical vulnerability model considering the seismic damage of typical structures
|
Li, Si-Qi
|
|
|
22 |
3 |
p. 1147-1185
|
artikel
|
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