| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comprehensive probabilistic model of chloride ingress in unsaturated concrete
|
Bastidas-Arteaga, E.
|
|
2011
|
33 |
3 |
p. 720-730
11 p.
|
artikel
|
| 2 |
A design method for seismically isolated bridges with abutment restraint
|
Tubaldi, E.
|
|
2011
|
33 |
3 |
p. 786-795
10 p.
|
artikel
|
| 3 |
A hybrid structural control system using a tuned liquid damper to reduce the wind induced motion of a base isolated structure
|
Love, J.S.
|
|
2011
|
33 |
3 |
p. 738-746
9 p.
|
artikel
|
| 4 |
A loophole in the Eurocode 8 allowing for non-conservative seismic design
|
Paglietti, A.
|
|
2011
|
33 |
3 |
p. 780-785
6 p.
|
artikel
|
| 5 |
A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints
|
Sharma, Akanshu
|
|
2011
|
33 |
3 |
p. 1034-1051
18 p.
|
artikel
|
| 6 |
An iterative interacting method for dynamic analysis of the maglev train–guideway/foundation–soil system
|
Yang, Y.B.
|
|
2011
|
33 |
3 |
p. 1013-1024
12 p.
|
artikel
|
| 7 |
Application of the continuous wavelet transform on the free vibrations of a steel–concrete composite railway bridge
|
Ülker-Kaustell, Mahir
|
|
2011
|
33 |
3 |
p. 911-919
9 p.
|
artikel
|
| 8 |
A simplified method for flexural capacity assessment of circular RC cross-sections
|
Cosenza, Edoardo
|
|
2011
|
33 |
3 |
p. 942-946
5 p.
|
artikel
|
| 9 |
Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents
|
El-Bahey, Samer
|
|
2011
|
33 |
3 |
p. 1052-1061
10 p.
|
artikel
|
| 10 |
Calendar
|
|
|
2011
|
33 |
3 |
p. I-II
nvt p.
|
artikel
|
| 11 |
Crushing and flexural strength of slab–column joints
|
Guidotti, Roberto
|
|
2011
|
33 |
3 |
p. 855-867
13 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2011
|
33 |
3 |
p. IFC-
1 p.
|
artikel
|
| 13 |
Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending
|
Bonet, J.L.
|
|
2011
|
33 |
3 |
p. 881-893
13 p.
|
artikel
|
| 14 |
Effects of near-fault ground motions and equivalent pulses on multi-story structures
|
Sehhati, Reza
|
|
2011
|
33 |
3 |
p. 767-779
13 p.
|
artikel
|
| 15 |
Equivalent representations of beams with periodically variable cross-sections
|
Zheng, Tianxin
|
|
2011
|
33 |
3 |
p. 706-719
14 p.
|
artikel
|
| 16 |
Experimental and analytical studies on the rotational stiffness of joints for single-layer structures
|
Lopez, Aitziber
|
|
2011
|
33 |
3 |
p. 731-737
7 p.
|
artikel
|
| 17 |
Experiment and numerical modeling of prestressed concrete curved slab with spatial unbonded tendons
|
Zhang, Nan
|
|
2011
|
33 |
3 |
p. 747-756
10 p.
|
artikel
|
| 18 |
Fragility analysis of track-on steel-plate-girder railway bridges in Korea
|
Park, Joonam
|
|
2011
|
33 |
3 |
p. 696-705
10 p.
|
artikel
|
| 19 |
Interpretation of concrete dam behaviour with artificial neural network and multiple linear regression models
|
Mata, J.
|
|
2011
|
33 |
3 |
p. 903-910
8 p.
|
artikel
|
| 20 |
Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches
|
Tasnimi, A.A.
|
|
2011
|
33 |
3 |
p. 968-980
13 p.
|
artikel
|
| 21 |
Numerical strategies for prediction of drying cracks in heterogeneous materials: Comparison upon experimental results
|
Lagier, F.
|
|
2011
|
33 |
3 |
p. 920-931
12 p.
|
artikel
|
| 22 |
Pinching hysteretic response of yielding shear panel device
|
Li, Zhengying
|
|
2011
|
33 |
3 |
p. 993-1000
8 p.
|
artikel
|
| 23 |
Plasticity model for directional nonlocality by tension cracks in concrete planar members
|
Kim, Jae-Yo
|
|
2011
|
33 |
3 |
p. 1001-1012
12 p.
|
artikel
|
| 24 |
Pseudo-dynamic tests on low-rise shear walls and simplified model based on the structural frequency drift
|
Brun, M.
|
|
2011
|
33 |
3 |
p. 796-812
17 p.
|
artikel
|
| 25 |
Pseudo-plastic moment resistance of continuous beams with cold-formed sigma sections at internal supports: An experimental study
|
Liu, Qiang
|
|
2011
|
33 |
3 |
p. 947-957
11 p.
|
artikel
|
| 26 |
Punching of flat slabs with in-plane forces
|
Pinho Ramos, A.
|
|
2011
|
33 |
3 |
p. 894-902
9 p.
|
artikel
|
| 27 |
Seismic resistance of earth construction in Portugal
|
Gomes, Maria Idália
|
|
2011
|
33 |
3 |
p. 932-941
10 p.
|
artikel
|
| 28 |
Seismic response analysis of skew bridges with pounding deck–abutment joints
|
Dimitrakopoulos, Elias G.
|
|
2011
|
33 |
3 |
p. 813-826
14 p.
|
artikel
|
| 29 |
Seismic response of low-rise steel moment-resisting frame (SMRF) buildings incorporating nonlinear soil–structure interaction (SSI)
|
Raychowdhury, Prishati
|
|
2011
|
33 |
3 |
p. 958-967
10 p.
|
artikel
|
| 30 |
Shake table testing of a full-scale seven-story steel–wood apartment building
|
van de Lindt, John W.
|
|
2011
|
33 |
3 |
p. 757-766
10 p.
|
artikel
|
| 31 |
Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams
|
Fathifazl, Gholamreza
|
|
2011
|
33 |
3 |
p. 1025-1033
9 p.
|
artikel
|
| 32 |
Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler approaches
|
Aristizabal-Ochoa, J. Dario
|
|
2011
|
33 |
3 |
p. 868-880
13 p.
|
artikel
|
| 33 |
Steel–Concrete–Steel sandwich slabs with lightweight core — Static performance
|
Sohel, K.M.A.
|
|
2011
|
33 |
3 |
p. 981-992
12 p.
|
artikel
|
| 34 |
Strain-based strength model for direct punching shear of interior slab–column connections
|
Park, Hong-Gun
|
|
2011
|
33 |
3 |
p. 1062-1073
12 p.
|
artikel
|
| 35 |
Structural analysis of Eduardo Torroja’s Frontón de Recoletos’ roof
|
Lozano-Galant, Jose Antonio
|
|
2011
|
33 |
3 |
p. 843-854
12 p.
|
artikel
|
| 36 |
The influence of bending and shear stiffness and rotational inertia in vibrations of cables: An analytical approach
|
Sousa, R.A.
|
|
2011
|
33 |
3 |
p. 689-695
7 p.
|
artikel
|
| 37 |
Unified analytical approach for determining shear capacity of RC beams strengthened with FRP
|
Colotti, V.
|
|
2011
|
33 |
3 |
p. 827-842
16 p.
|
artikel
|
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