| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A component method for moment-resistant glulam beam–column connections with glued-in steel rods
|
Yang, Huifeng
|
|
2016
|
115 |
C |
p. 42-54
13 p.
|
artikel
|
| 2 |
Adaptive mesh refinement FEM for seismic damage evolution in concrete-based structures
|
Sun, Bin
|
|
2016
|
115 |
C |
p. 155-164
10 p.
|
artikel
|
| 3 |
Analytical solution for layered composite beams with partial shear interaction based on Timoshenko beam theory
|
Ecsedi, István
|
|
2016
|
115 |
C |
p. 107-117
11 p.
|
artikel
|
| 4 |
An analytical and numerical prediction for ductility demand on steel beam-to-column connections in fire
|
Sun, Ruirui
|
|
2016
|
115 |
C |
p. 55-66
12 p.
|
artikel
|
| 5 |
Damage identification of a full-scale five-girder bridge using time-series analysis of vibration data
|
Farahani, Reza V.
|
|
2016
|
115 |
C |
p. 129-139
11 p.
|
artikel
|
| 6 |
Design charts for rectangular R/C columns under biaxial bending: A historical review toward a Eurocode-2 compliant update
|
Papanikolaou, Vassilis K.
|
|
2016
|
115 |
C |
p. 196-206
11 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2016
|
115 |
C |
p. IFC-
1 p.
|
artikel
|
| 8 |
Energy harvesting from wind-induced bridge vibrations via electromagnetic transduction
|
Caruso, Giovanni
|
|
2016
|
115 |
C |
p. 118-128
11 p.
|
artikel
|
| 9 |
Evaluation of the dynamic behaviour of steel staircases damped by the presence of people
|
Cappellini, A.
|
|
2016
|
115 |
C |
p. 165-178
14 p.
|
artikel
|
| 10 |
Finite element analysis of the PreWEC self-centering concrete wall system
|
Henry, R.S.
|
|
2016
|
115 |
C |
p. 28-41
14 p.
|
artikel
|
| 11 |
LES evaluation of wind-induced responses for an isolated and a surrounded tall building
|
Elshaer, Ahmed
|
|
2016
|
115 |
C |
p. 179-195
17 p.
|
artikel
|
| 12 |
Long-span bridge traffic loading based on multi-lane traffic micro-simulation
|
Caprani, Colin C.
|
|
2016
|
115 |
C |
p. 207-219
13 p.
|
artikel
|
| 13 |
Mechanical model for the shear capacity of R/C beams without stirrups: A proposal based on limit analysis
|
Fisker, Jakob
|
|
2016
|
115 |
C |
p. 220-231
12 p.
|
artikel
|
| 14 |
Numerical study of reduction in ground vibrations by using barriers
|
Persson, P.
|
|
2016
|
115 |
C |
p. 18-27
10 p.
|
artikel
|
| 15 |
Robustness assessment of frame structures using simplified beam and grillage models
|
Stylianidis, P.M.
|
|
2016
|
115 |
C |
p. 78-95
18 p.
|
artikel
|
| 16 |
Seismic analysis of high-rise mega-braced frame-core buildings
|
Brunesi, E.
|
|
2016
|
115 |
C |
p. 1-17
17 p.
|
artikel
|
| 17 |
Seismic damage estimation of in-plane regular steel/concrete composite moment resisting frames
|
Kamaris, George S.
|
|
2016
|
115 |
C |
p. 67-77
11 p.
|
artikel
|
| 18 |
Topology optimization of planar frames under seismic loads induced by actual and artificial earthquake records
|
Allahdadian, S.
|
|
2016
|
115 |
C |
p. 140-154
15 p.
|
artikel
|
| 19 |
Ultimate strength of steel–concrete–steel sandwich panels under lateral pressure loading
|
Wang, Yonghui
|
|
2016
|
115 |
C |
p. 96-106
11 p.
|
artikel
|
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