| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accuracy of numerically evaluated flutter derivatives of bridge deck sections using RANS: Effects on the flutter onset velocity
|
Patruno, L.
|
|
2015
|
89 |
C |
p. 49-65
17 p.
|
artikel
|
| 2 |
A model for beam–column corner joints of existing RC frame subjected to cyclic loading
|
Metelli, G.
|
|
2015
|
89 |
C |
p. 79-92
14 p.
|
artikel
|
| 3 |
Assessment of dynamic properties of a crowd model for human–structure interaction modeling
|
Salyards, Kelly A.
|
|
2015
|
89 |
C |
p. 103-110
8 p.
|
artikel
|
| 4 |
Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study
|
Zhao, Ou
|
|
2015
|
89 |
C |
p. 236-246
11 p.
|
artikel
|
| 5 |
Behaviour of structural stainless steel cross-sections under combined loading – Part II: Numerical modelling and design approach
|
Zhao, Ou
|
|
2015
|
89 |
C |
p. 247-259
13 p.
|
artikel
|
| 6 |
Concrete walls weakened by openings as compression members: A review
|
Popescu, Cosmin
|
|
2015
|
89 |
C |
p. 172-190
19 p.
|
artikel
|
| 7 |
Damage analysis of multi-ribbed wall structures under monotonic lateral loads
|
Sun, Jing
|
|
2015
|
89 |
C |
p. 37-48
12 p.
|
artikel
|
| 8 |
Damage potential reduction of optimally passive-controlled nonlinear structures
|
Aguirre, Juan Jesús
|
|
2015
|
89 |
C |
p. 130-146
17 p.
|
artikel
|
| 9 |
Displacement capacity of contemporary unreinforced masonry walls: An experimental study
|
Salmanpour, Amir Hosein
|
|
2015
|
89 |
C |
p. 1-16
16 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2015
|
89 |
C |
p. IFC-
1 p.
|
artikel
|
| 11 |
Experimental investigation on fatigue of concrete cantilever bridge deck slabs subjected to concentrated loads
|
Natário, Francisco
|
|
2015
|
89 |
C |
p. 191-203
13 p.
|
artikel
|
| 12 |
Force-based higher-order beam element with flexural-shear-torsional interaction in 3D frames. Part II: Applications
|
Almeida, João P.
|
|
2015
|
89 |
C |
p. 218-235
18 p.
|
artikel
|
| 13 |
Force-based higher-order beam element with flexural–shear–torsional interaction in 3D frames. Part I: Theory
|
Correia, António A.
|
|
2015
|
89 |
C |
p. 204-217
14 p.
|
artikel
|
| 14 |
Progressive collapse evaluation of Murrah Federal Building following sudden loss of column G20
|
Kazemi-Moghaddam, Ali
|
|
2015
|
89 |
C |
p. 162-171
10 p.
|
artikel
|
| 15 |
Progressive failure modelling and ductility demand of steel beam-to-column connections in fire
|
Sun, Ruirui
|
|
2015
|
89 |
C |
p. 66-78
13 p.
|
artikel
|
| 16 |
Relationships between internal forces, bracing patterns and lateral stiffnesses of a simple frame
|
Yu, Xiaoye
|
|
2015
|
89 |
C |
p. 147-161
15 p.
|
artikel
|
| 17 |
Reliability analysis of an RC member impacted by a rockfall using a nonlinear SDOF model
|
Bertrand, D.
|
|
2015
|
89 |
C |
p. 93-102
10 p.
|
artikel
|
| 18 |
Sensitivity study on tunnelling induced damage to a masonry façade
|
Giardina, Giorgia
|
|
2015
|
89 |
C |
p. 111-129
19 p.
|
artikel
|
| 19 |
The kern of non-homogeneous cross sections
|
Ecsedi, István
|
|
2015
|
89 |
C |
p. 17-25
9 p.
|
artikel
|
| 20 |
The Virtual Axle concept for detection of localised damage using Bridge Weigh-in-Motion data
|
Cantero, Daniel
|
|
2015
|
89 |
C |
p. 26-36
11 p.
|
artikel
|
| 21 |
Vibration-based structural health monitoring of a wind turbine system Part II: Environmental/operational effects on dynamic properties
|
Hu, Wei-Hua
|
|
2015
|
89 |
C |
p. 273-290
18 p.
|
artikel
|
| 22 |
Vibration-based structural health monitoring of a wind turbine system. Part I: Resonance phenomenon
|
Hu, Wei-Hua
|
|
2015
|
89 |
C |
p. 260-272
13 p.
|
artikel
|
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