| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical parameters for equal mode damping ratio inducing TMDs for seismic response reduction
|
Miranda, Julio C.
|
|
|
19 |
1 |
p. 263-285
|
artikel
|
| 2 |
Assessment of hysteretic damping in reinforced concrete structures using local hinge characteristics
|
Shekhar, N. K.
|
|
|
19 |
1 |
p. 135-160
|
artikel
|
| 3 |
Behavior factor of concrete portal frames with dissipative devices based on carbon-wrapped steel tubes
|
Pollini, Andrea Vittorio
|
|
|
19 |
1 |
p. 553-578
|
artikel
|
| 4 |
Centrifuge and numerical modelling of earthquake-induced soil liquefaction under free-field conditions and by considering soil–structure interaction
|
Özcebe, A. G.
|
|
|
19 |
1 |
p. 47-75
|
artikel
|
| 5 |
Correction to: Magnetic damped links to reduce internal seismic pounding in base‑isolated buildings
|
Mazza, Fabio
|
|
|
19 |
1 |
p. 579
|
artikel
|
| 6 |
Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis
|
Wang, J. H.
|
|
|
19 |
1 |
p. 101-133
|
artikel
|
| 7 |
Cyclic response and modelling of special moment resisting beams exhibiting fixed-end rotation
|
Ahmad, Naveed
|
|
|
19 |
1 |
p. 203-240
|
artikel
|
| 8 |
Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls
|
Erkmen, Bulent
|
|
|
19 |
1 |
p. 179-201
|
artikel
|
| 9 |
Impact of ground floor openings percentage on the dynamic response of typical Dutch URM cavity wall structures
|
Malomo, D.
|
|
|
19 |
1 |
p. 403-428
|
artikel
|
| 10 |
Influence of the constructive features of RC existing buildings in their ductility and seismic performance
|
Requena-Garcia-Cruz, Maria-Victoria
|
|
|
19 |
1 |
p. 377-401
|
artikel
|
| 11 |
In-plane and out-of-plane seismic damage of masonry infills in existing r.c. structures: the case study of De Gasperi-Battaglia school in Norcia
|
Mazza, Fabio
|
|
|
19 |
1 |
p. 345-376
|
artikel
|
| 12 |
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs
|
Kazemi, F.
|
|
|
19 |
1 |
p. 317-343
|
artikel
|
| 13 |
Model errors caused by rigid-foundation assumption in soil-structure interaction: a comparison of responses of a soil-structure-flexible foundation system and a rigid foundation system
|
Jia, Fu
|
|
|
19 |
1 |
p. 77-99
|
artikel
|
| 14 |
Numerical analysis of special concentric braced frames using experimentally-validated fatigue and fracture model under short and long duration earthquakes
|
Hammad, Ali
|
|
|
19 |
1 |
p. 287-316
|
artikel
|
| 15 |
On how the ergodic assumption influences seismic risk
|
Çağnan, Zehra
|
|
|
19 |
1 |
p. 1-25
|
artikel
|
| 16 |
Performance evaluation of buckling-restrained braced frames under repeated earthquakes
|
Hoveidae, Nader
|
|
|
19 |
1 |
p. 241-262
|
artikel
|
| 17 |
Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building
|
Romano, Fabio
|
|
|
19 |
1 |
p. 429-462
|
artikel
|
| 18 |
Seismic effectiveness and robustness of tuned mass dampers versus nonlinear energy sinks in a lifecycle cost perspective
|
Matta, Emiliano
|
|
|
19 |
1 |
p. 513-551
|
artikel
|
| 19 |
Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time
|
Natale, Andrea
|
|
|
19 |
1 |
p. 483-512
|
artikel
|
| 20 |
Seismic risk assessment of on-ground circular reinforced concrete and prestressed concrete water tanks using stochastic ground motion simulations
|
Pavel, Florin
|
|
|
19 |
1 |
p. 161-178
|
artikel
|
| 21 |
Seismic stability assessment of an ancient dry stone defensive wall
|
Papadopoulos, Konstantinos A.
|
|
|
19 |
1 |
p. 463-482
|
artikel
|
| 22 |
Spatial variability of the urban ground motion in a highly heterogeneous site-city configurations
|
Varone, C.
|
|
|
19 |
1 |
p. 27-45
|
artikel
|
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