nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A methodology for the preliminary assessment of existing railway bridges for high-speed traffic
|
Johansson, C. |
|
2014 |
58 |
C |
p. 25-35 11 p. |
artikel |
2 |
Analytical and experimental investigation for bond behaviour of newly developed polystyrene foam particles’ lightweight concrete
|
Farghal Maree, A. |
|
2014 |
58 |
C |
p. 1-11 11 p. |
artikel |
3 |
A shear locking-free spatial beam element with general thin-walled closed cross-section
|
Wang, XiaoFeng |
|
2014 |
58 |
C |
p. 12-24 13 p. |
artikel |
4 |
Discussion of paper: “Estimating optimum parameters of tuned mass dampers using harmony search” [Eng. Struct. 33 (9) (2011) 2716–2723]
|
Saberi, Hossein |
|
2014 |
58 |
C |
p. 107-109 3 p. |
artikel |
5 |
Discussion on “Effects of multiple earthquakes on inelastic structural response”
|
Ruiz-García, Jorge |
|
2014 |
58 |
C |
p. 110-111 2 p. |
artikel |
6 |
3D numerical analysis of reinforced concrete beams exposed to elevated temperature
|
Ožbolt, Joško |
|
2014 |
58 |
C |
p. 166-174 9 p. |
artikel |
7 |
Editorial Board
|
|
|
2014 |
58 |
C |
p. IFC- 1 p. |
artikel |
8 |
Experimental and numerical study on the behavior of axially compressed high strength steel box-columns
|
Wang, Yan-Bo |
|
2014 |
58 |
C |
p. 79-91 13 p. |
artikel |
9 |
Experimental investigation of steel single plate beam end connections at elevated temperatures
|
Hu, Guanyu |
|
2014 |
58 |
C |
p. 141-151 11 p. |
artikel |
10 |
Experimental investigations of size effect in reinforced concrete beams failing by shear
|
Syroka-Korol, E. |
|
2014 |
58 |
C |
p. 63-78 16 p. |
artikel |
11 |
Fire induced progressive collapse of steel building structures: The role of interior gravity columns
|
Agarwal, Anil |
|
2014 |
58 |
C |
p. 129-140 12 p. |
artikel |
12 |
Fire load: Survey data, recent standards, and probabilistic models for office buildings
|
Elhami Khorasani, Negar |
|
2014 |
58 |
C |
p. 152-165 14 p. |
artikel |
13 |
Introduction: New advances in the analysis of structures subjected to fire
|
Gross, John |
|
2014 |
58 |
C |
p. 114- 1 p. |
artikel |
14 |
Predicting the demand and plastic capacity of axially loaded steel beam–columns with thermal gradients
|
Quiel, S.E. |
|
2014 |
58 |
C |
p. 49-62 14 p. |
artikel |
15 |
Reply to the discusser’s comments
|
Di Sarno, Luigi |
|
2014 |
58 |
C |
p. 112-113 2 p. |
artikel |
16 |
Response of discussion “Estimating optimum parameters of tuned mass dampers using harmony search”
|
Bekdaş, Gebrail |
|
2014 |
58 |
C |
p. 105-106 2 p. |
artikel |
17 |
Sensitivity of composite floor system response at elevated temperatures to structural features
|
McAllister, Therese P. |
|
2014 |
58 |
C |
p. 115-128 14 p. |
artikel |
18 |
Shear strength of tubular flange plate girders with square web openings
|
Hassanein, M.F. |
|
2014 |
58 |
C |
p. 92-104 13 p. |
artikel |
19 |
Stiffness matrix based form-finding method of tensegrity structures
|
Zhang, Li-Yuan |
|
2014 |
58 |
C |
p. 36-48 13 p. |
artikel |
20 |
Underground concrete frame structures subjected to fire loading: Part II – Re-analysis of large-scale fire tests
|
Ring, T. |
|
2014 |
58 |
C |
p. 188-196 9 p. |
artikel |
21 |
Underground concrete frame structures subjected to fire loading: Part I – Large-scale fire tests
|
Ring, T. |
|
2014 |
58 |
C |
p. 175-187 13 p. |
artikel |