| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A mechanical model and experimental investigations for axially compressed sleeved column
|
Hu, L.
|
|
2013
|
89 |
C |
p. 107-120
14 p.
|
artikel
|
| 2 |
Analysis of locally loaded steel plate girders
|
Aleksić, Srđa
|
|
2013
|
89 |
C |
p. 153-164
12 p.
|
artikel
|
| 3 |
An efficient modified flanges only method for plate girder bending resistance calculation
|
Lee, C.K.
|
|
2013
|
89 |
C |
p. 98-106
9 p.
|
artikel
|
| 4 |
An experimental study on the ultimate behaviour of simply-supported post-tensioned composite slabs
|
Ranzi, Gianluca
|
|
2013
|
89 |
C |
p. 293-306
14 p.
|
artikel
|
| 5 |
Development of a consistent design procedure for lateral–torsional buckling of tapered beams
|
Marques, Liliana
|
|
2013
|
89 |
C |
p. 213-235
23 p.
|
artikel
|
| 6 |
Dynamics of thick bridge beams and its influence on fatigue life predictions
|
Leander, John
|
|
2013
|
89 |
C |
p. 262-271
10 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2013
|
89 |
C |
p. IFC-
1 p.
|
artikel
|
| 8 |
Experimental investigation on residual stresses in heavy wide flange QST steel sections
|
Spoorenberg, R.C.
|
|
2013
|
89 |
C |
p. 63-74
12 p.
|
artikel
|
| 9 |
Experimental study and numerical analysis of progressive collapse resistance of composite frames
|
Guo, Lanhui
|
|
2013
|
89 |
C |
p. 236-251
16 p.
|
artikel
|
| 10 |
Experimental study on diagonally stiffened steel plate shear walls with central perforation
|
Alavi, Erfan
|
|
2013
|
89 |
C |
p. 9-20
12 p.
|
artikel
|
| 11 |
Fatigue performance of tubular X-joints with PJP+ welds: II — Numerical investigation
|
Qian, Xudong
|
|
2013
|
89 |
C |
p. 252-261
10 p.
|
artikel
|
| 12 |
Finite element modelling of concrete-filled steel stub columns under axial compression
|
Tao, Zhong
|
|
2013
|
89 |
C |
p. 121-131
11 p.
|
artikel
|
| 13 |
Finite element simulation of ultra low cycle fatigue cracking in steel structures
|
Amiri, H.R.
|
|
2013
|
89 |
C |
p. 175-184
10 p.
|
artikel
|
| 14 |
Fire response of externally stiffened steel I-beam-to-CHS welded connections: A numerical modelling
|
Zeinoddini, M.
|
|
2013
|
89 |
C |
p. 42-51
10 p.
|
artikel
|
| 15 |
Influence of surface integrity on the fatigue strength of high-strength steels
|
Remes, Heikki
|
|
2013
|
89 |
C |
p. 21-29
9 p.
|
artikel
|
| 16 |
Joint panel in steel moment connections, Part 1: Experimental tests results
|
Rahiminia, Faramarz
|
|
2013
|
89 |
C |
p. 272-283
12 p.
|
artikel
|
| 17 |
NSGA-II based multi-objective optimization in design of Pall friction dampers
|
Fallah, N.
|
|
2013
|
89 |
C |
p. 75-85
11 p.
|
artikel
|
| 18 |
Parametric equations to predict LJF of completely overlapped tubular joints under lap brace axial loading
|
Gao, F.
|
|
2013
|
89 |
C |
p. 284-292
9 p.
|
artikel
|
| 19 |
Parametric push-out analysis on group studs shear connector under effect of bending-induced concrete cracks
|
Xu, Chen
|
|
2013
|
89 |
C |
p. 86-97
12 p.
|
artikel
|
| 20 |
Performance based robust design optimization of steel moment resisting frames
|
Liu, Zhifeng
|
|
2013
|
89 |
C |
p. 165-174
10 p.
|
artikel
|
| 21 |
Progressive collapse-resisting capacity of framed structures with infill steel panels
|
Kim, Jinkoo
|
|
2013
|
89 |
C |
p. 145-152
8 p.
|
artikel
|
| 22 |
Rehabilitation and condition assessment of a centenary steel truss bridge
|
Costa, Bruno J.A.
|
|
2013
|
89 |
C |
p. 185-197
13 p.
|
artikel
|
| 23 |
Residual shear strength of steel plate girder due to web local corrosion
|
Ahn, Jin-Hee
|
|
2013
|
89 |
C |
p. 198-212
15 p.
|
artikel
|
| 24 |
Static behavior of compressed braces in RHS K-joints of hot-dip galvanized trusses
|
Serrano-López, Miguel A.
|
|
2013
|
89 |
C |
p. 307-316
10 p.
|
artikel
|
| 25 |
System-based design for steel scaffold structures using advanced analysis
|
Zhang, Hao
|
|
2013
|
89 |
C |
p. 1-8
8 p.
|
artikel
|
| 26 |
System-level approach to predict the transient fire response of double angle connections
|
Pakala, Purushotham
|
|
2013
|
89 |
C |
p. 132-144
13 p.
|
artikel
|
| 27 |
Ultimate bearing capacity of asymmetrically double tapered steel columns with tubular cross-section
|
Zhang, Bo-Hao
|
|
2013
|
89 |
C |
p. 52-62
11 p.
|
artikel
|
| 28 |
Use of UHPFRC overlay to reduce stresses in orthotropic steel decks
|
Dieng, Lamine
|
|
2013
|
89 |
C |
p. 30-41
12 p.
|
artikel
|
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