| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A ground motion prediction equation for novel peak ground fractional order response intensity measures
|
Kale, Özkan
|
|
2017
|
15 |
9 |
p. 3437-3461
|
artikel
|
| 2 |
An integrated shear-wave velocity model for the Groningen gas field, The Netherlands
|
Kruiver, Pauline P.
|
|
2017
|
15 |
9 |
p. 3555-3580
|
artikel
|
| 3 |
An uncoupled procedure for performance assessment of slopes in seismic conditions
|
Tropeano, G.
|
|
2017
|
15 |
9 |
p. 3611-3637
|
artikel
|
| 4 |
Comparison of dynamic behaviours of retrofitted and unretrofitted cob material walls
|
Rafi, Muhammad Masood
|
|
2017
|
15 |
9 |
p. 3855-3869
|
artikel
|
| 5 |
Corrections to mechanical CPT results for use in liquefaction evaluation
|
Facciorusso, Johann
|
|
2017
|
15 |
9 |
p. 3505-3528
|
artikel
|
| 6 |
Cost-benefit analysis to assess seismic mitigation options in Mexican public school buildings
|
Jaimes, Miguel A.
|
|
2017
|
15 |
9 |
p. 3919-3942
|
artikel
|
| 7 |
Cyclic shear tests on RC precast beam-to-column connections retrofitted with a three-hinged steel device
|
Magliulo, Gennaro
|
|
2017
|
15 |
9 |
p. 3797-3817
|
artikel
|
| 8 |
Effective modal seismic design of two-way asymmetric-plan RC wall structures
|
Wilkinson, Philip J.
|
|
2017
|
15 |
9 |
p. 3819-3853
|
artikel
|
| 9 |
Effect of FRP strengthening on the flexural behaviour of calcarenite masonry walls
|
Minafò, Giovanni
|
|
2017
|
15 |
9 |
p. 3777-3795
|
artikel
|
| 10 |
Effects of nonlinear soil–structure-interaction on seismic damage of 3D buildings on cohesive and frictional soils
|
Sotiriadis, Dimitrios
|
|
2017
|
15 |
9 |
p. 3581-3610
|
artikel
|
| 11 |
Experimental study on dynamic behavior of buried concrete rectangular liquid storage tanks using shaking table
|
Khanmohammadi, Mohammad
|
|
2017
|
15 |
9 |
p. 3747-3776
|
artikel
|
| 12 |
Influence of non-stationary content of ground-motions on nonlinear dynamic response of RC bridge piers
|
Kashani, Mohammad M.
|
|
2017
|
15 |
9 |
p. 3897-3918
|
artikel
|
| 13 |
Interaction of a pile with layered-soil under vertical excitations: field experiments versus numerical simulations
|
Esmaeilzadeh Seylabi, E.
|
|
2017
|
15 |
9 |
p. 3529-3553
|
artikel
|
| 14 |
Modelling site amplification effects for eastern Cuba
|
Rivera, Z.
|
|
2017
|
15 |
9 |
p. 3483-3504
|
artikel
|
| 15 |
Performance level thresholds and damage evaluation for composite partially-restrained steel frame–reinforced concrete infill walls with concealed vertical slits
|
Sun, Guohua
|
|
2017
|
15 |
9 |
p. 3639-3672
|
artikel
|
| 16 |
Proposal for new values of behaviour modifiers for seismic vulnerability evaluation of reinforced concrete buildings applied to Lorca (Spain) using damage data from the 2011 earthquake
|
Tomás, A.
|
|
2017
|
15 |
9 |
p. 3943-3962
|
artikel
|
| 17 |
Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers
|
Li, Lifeng
|
|
2017
|
15 |
9 |
p. 3727-3745
|
artikel
|
| 18 |
Seismic response of rectangular liquid retaining structures resting on ground considering coupled soil-structure interaction
|
Chowdhury, Indrajit
|
|
2017
|
15 |
9 |
p. 3695-3726
|
artikel
|
| 19 |
Seismic safety evaluation of reinforced concrete masonry infilled frames using macro modelling approach
|
Pantò, Bartolomeo
|
|
2017
|
15 |
9 |
p. 3871-3895
|
artikel
|
| 20 |
Source parameters of regional earthquakes recorded by Israel Seismic Network: implications for earthquake scaling
|
Meirova, T.
|
|
2017
|
15 |
9 |
p. 3417-3436
|
artikel
|
| 21 |
The 2011 Mw 5.2 Lorca earthquake as a case study to investigate the ground motion variability related to the source model
|
Moratto, Luca
|
|
2017
|
15 |
9 |
p. 3463-3482
|
artikel
|
| 22 |
Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes
|
Mazza, Fabio
|
|
2017
|
15 |
9 |
p. 3673-3694
|
artikel
|
Tijdschrift beschrijving