| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Aerodynamic stability of long span suspension bridges with low torsional natural frequencies
|
Andersen, Michael Styrk
|
|
2016
|
120 |
C |
p. 82-91
10 p.
|
artikel
|
| 2 |
A numerical study of beam-to-column joints subjected to impact
|
Grimsmo, E.L.
|
|
2016
|
120 |
C |
p. 103-115
13 p.
|
artikel
|
| 3 |
Assessment of the strength of double-hull tanker side structures in minor ship collisions
|
Liu, Bin
|
|
2016
|
120 |
C |
p. 1-12
12 p.
|
artikel
|
| 4 |
Cross-wind fatigue analysis of a full scale offshore wind turbine in the case of wind–wave misalignment
|
Koukoura, Christina
|
|
2016
|
120 |
C |
p. 147-157
11 p.
|
artikel
|
| 5 |
Discrete element model of the dynamic response of fresh wood stems to impact
|
Olmedo, I.
|
|
2016
|
120 |
C |
p. 13-22
10 p.
|
artikel
|
| 6 |
Dynamic analysis of a thin-walled beam with open cross section subjected to dynamic loads using a high-order implicit algorithm
|
Bourihane, Oussama
|
|
2016
|
120 |
C |
p. 133-146
14 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2016
|
120 |
C |
p. IFC-
1 p.
|
artikel
|
| 8 |
Experimental evaluation of bonded overlay and NSM GFRP bar strengthening on flexural behavior of precast prestressed hollow core slabs
|
Kankeri, Pradeep
|
|
2016
|
120 |
C |
p. 49-57
9 p.
|
artikel
|
| 9 |
Implementation of smart-passive dampers combined with double concave friction pendulum devices to retrofit an existing highway viaduct exploiting the seismic early warning information
|
Nestovito, Gianluca
|
|
2016
|
120 |
C |
p. 58-74
17 p.
|
artikel
|
| 10 |
Model updating using genetic algorithms with sequential niche technique
|
Shabbir, Faisal
|
|
2016
|
120 |
C |
p. 166-182
17 p.
|
artikel
|
| 11 |
Modified double-control form-finding analysis for suspendomes considering the construction process and the friction of cable–strut joints
|
Liu, Huijuan
|
|
2016
|
120 |
C |
p. 75-81
7 p.
|
artikel
|
| 12 |
Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement
|
Demir, Aydin
|
|
2016
|
120 |
C |
p. 158-165
8 p.
|
artikel
|
| 13 |
Parametric study of an integral abutment bridge supported by prestressed precast concrete piles
|
Kong, B.
|
|
2016
|
120 |
C |
p. 37-48
12 p.
|
artikel
|
| 14 |
Simplified seismic assessment of buildings using non-uniform Timoshenko beam model in low-to-moderate seismicity regions
|
Su, R.K.L.
|
|
2016
|
120 |
C |
p. 116-132
17 p.
|
artikel
|
| 15 |
Structural performance of a parked wind turbine tower subjected to strong ground motions
|
Patil, Atul
|
|
2016
|
120 |
C |
p. 92-102
11 p.
|
artikel
|
| 16 |
Three-level experimental approach for creep and shrinkage of high-strength high-performance concrete
|
Pan, Zuanfeng
|
|
2016
|
120 |
C |
p. 23-36
14 p.
|
artikel
|
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