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 |