| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of segmental piers consisted of concrete filled FRP tubes
|
ElGawady, Mohamed A.
|
|
2012
|
38 |
C |
p. 142-152
11 p.
|
artikel
|
| 2 |
An analytical model for the buckling of plates under mixed boundary conditions
|
Ruocco, Eugenio
|
|
2012
|
38 |
C |
p. 78-88
11 p.
|
artikel
|
| 3 |
An original method to assess leakage through cracked reinforced concrete walls
|
Gelain, Thomas
|
|
2012
|
38 |
C |
p. 11-20
10 p.
|
artikel
|
| 4 |
A numerical model for wind-borne compact debris trajectory estimation: Part 1 – Probabilistic analysis of trajectory in the proximity of tall buildings
|
Moghim, Farid
|
|
2012
|
38 |
C |
p. 153-162
10 p.
|
artikel
|
| 5 |
A numerical model for wind-borne compact debris trajectory estimation: Part 2 – Simulated vertical gust effects on trajectory and mass momentum
|
Moghim, Farid
|
|
2012
|
38 |
C |
p. 163-170
8 p.
|
artikel
|
| 6 |
A stress-development prediction method and its application to stress assessment of existing bridges
|
Xiong, Wen
|
|
2012
|
38 |
C |
p. 113-122
10 p.
|
artikel
|
| 7 |
A theoretical method for calculating the collapse load of steel circular arches
|
Spoorenberg, R.C.
|
|
2012
|
38 |
C |
p. 89-103
15 p.
|
artikel
|
| 8 |
Axial strengthening of preloaded rectangular concrete columns by precambered steel plates
|
Su, R.K.L.
|
|
2012
|
38 |
C |
p. 42-52
11 p.
|
artikel
|
| 9 |
Calendar
|
|
|
2012
|
38 |
C |
p. I-II
nvt p.
|
artikel
|
| 10 |
Distortion-induced stress investigation of double angle stringer-to-floorbeam connections in railroad bridges
|
Guyer, Robert C.
|
|
2012
|
38 |
C |
p. 104-112
9 p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
2012
|
38 |
C |
p. IFC-
1 p.
|
artikel
|
| 12 |
Effective thickness of laminated glass beams: New expression via a variational approach
|
Galuppi, Laura
|
|
2012
|
38 |
C |
p. 53-67
15 p.
|
artikel
|
| 13 |
Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading
|
Loureiro, A.
|
|
2012
|
38 |
C |
p. 68-77
10 p.
|
artikel
|
| 14 |
Loss-based formulation for multiple hazards with application to residential buildings
|
Li, Yue
|
|
2012
|
38 |
C |
p. 123-133
11 p.
|
artikel
|
| 15 |
Networked pseudodynamic testing of bridge pier and precast pile foundation
|
Xiao, Y.
|
|
2012
|
38 |
C |
p. 32-41
10 p.
|
artikel
|
| 16 |
Safety assessment of steel-plate girder bridges subjected to military load classification
|
Kim, Yail J.
|
|
2012
|
38 |
C |
p. 21-31
11 p.
|
artikel
|
| 17 |
Slab spatial composite effect in composite frame systems. I: Effective width for ultimate loading capacity
|
Nie, Jian-guo
|
|
2012
|
38 |
C |
p. 171-184
14 p.
|
artikel
|
| 18 |
Slab spatial composite effect in composite frame systems. II: Equivalent stiffness and verifications
|
Nie, Jian-guo
|
|
2012
|
38 |
C |
p. 185-199
15 p.
|
artikel
|
| 19 |
Tests of eccentrically loaded L-shaped section steel fibre high strength reinforced concrete and composite columns
|
Tokgoz, Serkan
|
|
2012
|
38 |
C |
p. 134-141
8 p.
|
artikel
|
| 20 |
Ultimate collapse strength assessment of damaged steel-plated structures
|
Underwood, James M.
|
|
2012
|
38 |
C |
p. 1-10
10 p.
|
artikel
|
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