| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adaptive model-based tracking control for real-time hybrid simulation
|
Chen, Pei-Ching
|
|
2014
|
13 |
6 |
p. 1633-1653
|
artikel
|
| 2 |
Diagonal compression tests on masonry walls strengthened with a GFRP mesh reinforced mortar coating
|
Gattesco, N.
|
|
2014
|
13 |
6 |
p. 1703-1726
|
artikel
|
| 3 |
Ductility reduction factors for steel buildings considering different structural representations
|
Reyes-Salazar, Alfredo
|
|
2014
|
13 |
6 |
p. 1749-1771
|
artikel
|
| 4 |
Effects of inertial soil–structure interaction on inelastic displacement ratios of SDOF oscillators subjected to pulse-like ground motions
|
Khoshnoudian, Faramarz
|
|
2014
|
13 |
6 |
p. 1809-1833
|
artikel
|
| 5 |
Erratum to: Influence of frequency content and amplitude of input motion in DSSI investigated by shaking table tests
|
Biondi, Giovanni
|
|
2015
|
13 |
6 |
p. 1871
|
artikel
|
| 6 |
Evaluation of the seismic behavior factor of reinforced concrete frame structures based on comparative analysis between non-linear static pushover and incremental dynamic analyses
|
Louzai, Amar
|
|
2014
|
13 |
6 |
p. 1773-1793
|
artikel
|
| 7 |
Experimental study in the shaking table of the input motion characteristics in the dynamic SSI of a SDOF model
|
Biondi, Giovanni
|
|
2014
|
13 |
6 |
p. 1835-1869
|
artikel
|
| 8 |
Influence of consolidation properties on the cyclic re-liquefaction potential of sands
|
Ecemis, Nurhan
|
|
2014
|
13 |
6 |
p. 1655-1673
|
artikel
|
| 9 |
Numerical modeling of interaction between dip-slip fault and shallow foundation
|
Baziar, Mohammad Hassan
|
|
2014
|
13 |
6 |
p. 1613-1632
|
artikel
|
| 10 |
Seismic performance assessment and base-isolated floor protection of statues exhibited in museum halls
|
Sorace, Stefano
|
|
2014
|
13 |
6 |
p. 1873-1892
|
artikel
|
| 11 |
Seismic vulnerability of box girder continuous bridges under spatially variable ground motions
|
Ramadan, O. M. O.
|
|
2014
|
13 |
6 |
p. 1727-1748
|
artikel
|
| 12 |
Shaking table tests on a three-arch type subway station structure in a liquefiable soil
|
Chen, Guoxing
|
|
2014
|
13 |
6 |
p. 1675-1701
|
artikel
|
| 13 |
Shear strength degradation due to flexural ductility demand in circular RC columns
|
Colajanni, Piero
|
|
2014
|
13 |
6 |
p. 1795-1807
|
artikel
|
| 14 |
The full-scale laboratory: the practice of post-earthquake reconnaissance missions and their contribution to earthquake engineering
|
Spence, Robin
|
|
2015
|
13 |
6 |
p. 1581-1585
|
artikel
|
| 15 |
Updated predictive equations for broadband (0.01–10 s) horizontal response spectra and peak ground motions, based on a global dataset of digital acceleration records
|
Cauzzi, Carlo
|
|
2014
|
13 |
6 |
p. 1587-1612
|
artikel
|
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