| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical model to predict the resistance of cellular beams with sinusoidal openings
|
Durif, S.
|
|
2016
|
121 |
C |
p. 80-96
|
artikel
|
| 2 |
Bending and shear interaction behavior of girders with trapezoidally corrugated webs
|
Kövesdi, B.
|
|
2016
|
121 |
C |
p. 383-397
|
artikel
|
| 3 |
Buckling behavior of double-skin composite walls: An experimental and modeling study
|
Yang, Yue
|
|
2016
|
121 |
C |
p. 126-135
|
artikel
|
| 4 |
Critical temperatures of class 4 cross-sections
|
Maia, Élio
|
|
2016
|
121 |
C |
p. 370-382
|
artikel
|
| 5 |
Cyclic behavior of buckling-controlled braces
|
Shen, Jay
|
|
2016
|
121 |
C |
p. 110-125
|
artikel
|
| 6 |
Cyclic testing of two- and three-story CFS shear-walls with reinforced end studs
|
Wang, Xingxing
|
|
2016
|
121 |
C |
p. 13-28
|
artikel
|
| 7 |
Editorial Board
|
|
|
2016
|
121 |
C |
p. IFC
|
artikel
|
| 8 |
Element-based effective width for deflection calculation of steel-concrete composite beams
|
Yuan, Huang
|
|
2016
|
121 |
C |
p. 163-172
|
artikel
|
| 9 |
Experimental and numerical analysis of a bolted connection in steel transmission towers
|
Baran, Eray
|
|
2016
|
121 |
C |
p. 253-260
|
artikel
|
| 10 |
Experimental and numerical investigation of cold-formed steel double angle members under compression
|
Maia, W.F.
|
|
2016
|
121 |
C |
p. 398-412
|
artikel
|
| 11 |
Experimental and numerical investigations of Q690D H-section columns under lateral cyclic loading
|
Chen, Suwen
|
|
2016
|
121 |
C |
p. 268-281
|
artikel
|
| 12 |
Experimental investigation into the post-fire mechanical properties of hot-rolled and cold-formed steels
|
Lu, Jie
|
|
2016
|
121 |
C |
p. 291-310
|
artikel
|
| 13 |
Experimental study about composite frames under an internal column-removal scenario
|
Yang, Bo
|
|
2016
|
121 |
C |
p. 341-351
|
artikel
|
| 14 |
Experimental study on shear behavior of screw connections in CFS sheathing
|
Ye, Jihong
|
|
2016
|
121 |
C |
p. 1-12
|
artikel
|
| 15 |
Experimental study on the post-fire mechanical properties of high-strength steel tie rods
|
Chen, Zhihua
|
|
2016
|
121 |
C |
p. 311-329
|
artikel
|
| 16 |
Experimental study on the rotation capacity of cold-formed steel beams
|
Serror, Mohammed H.
|
|
2016
|
121 |
C |
p. 216-228
|
artikel
|
| 17 |
Experimental study on the tensile behavior of square concrete-filled steel tubes
|
Zhou, Meng
|
|
2016
|
121 |
C |
p. 202-215
|
artikel
|
| 18 |
Flexural behaviour of hot-finished high strength steel square and rectangular hollow sections
|
Wang, J.
|
|
2016
|
121 |
C |
p. 97-109
|
artikel
|
| 19 |
Influence of ring-stiffeners on buckling behavior of pipelines under hydrostatic pressure
|
Shahandeh, R.
|
|
2016
|
121 |
C |
p. 237-252
|
artikel
|
| 20 |
Investigation of through beam connection to concrete filled circular steel tube (CFCST) column
|
Khanouki, M.M. Arabnejad
|
|
2016
|
121 |
C |
p. 144-162
|
artikel
|
| 21 |
Material properties and partial factors for resistance of high-strength steels in China
|
Shi, Gang
|
|
2016
|
121 |
C |
p. 65-79
|
artikel
|
| 22 |
Modeling parameters for predicting the postbuckling shear strength of steel plate girders
|
Glassman, Jonathan D.
|
|
2016
|
121 |
C |
p. 136-143
|
artikel
|
| 23 |
Numerical estimation of the initial stiffness and ultimate moment capacity of single-web angle connections
|
Kong, Zhengyi
|
|
2016
|
121 |
C |
p. 282-290
|
artikel
|
| 24 |
Numerical modeling of externally prestressed steel–concrete composite beams
|
Lou, Tiejiong
|
|
2016
|
121 |
C |
p. 229-236
|
artikel
|
| 25 |
Numerical study on important parameters of composite steel-concrete shear walls
|
Rahnavard, Rohola
|
|
2016
|
121 |
C |
p. 441-456
|
artikel
|
| 26 |
Numerical study on seismic behaviours of ConXL biaxial moment connection
|
Yang, Chao
|
|
2016
|
121 |
C |
p. 185-201
|
artikel
|
| 27 |
Optimising laser cut-edge durability for steel structures in high stress applications
|
Thomas, D.J.
|
|
2016
|
121 |
C |
p. 40-49
|
artikel
|
| 28 |
Parametric study of cable-stiffened single-layer cylindrical latticed shells with different supporting conditions
|
Li, Pengcheng
|
|
2016
|
121 |
C |
p. 457-467
|
artikel
|
| 29 |
Punching shear behavior of steel–concrete–steel sandwich composite plate under patch loads
|
Yan, Jia-Bao
|
|
2016
|
121 |
C |
p. 50-64
|
artikel
|
| 30 |
Second-order plastic-hinge analysis of planar steel frames using corotational beam-column element
|
Doan-Ngoc, Tinh-Nghiem
|
|
2016
|
121 |
C |
p. 413-426
|
artikel
|
| 31 |
Seismic performance assessment of concentrically braced steel frame buildings with high strength tubular steel columns
|
Ferrario, F.
|
|
2016
|
121 |
C |
p. 427-440
|
artikel
|
| 32 |
Seismic performance of concrete-encased column base for hexagonal concrete-filled steel tube: experimental study
|
Xu, Wu
|
|
2016
|
121 |
C |
p. 352-369
|
artikel
|
| 33 |
Shear buckling strengths of web-posts in a castellated steel beam with hexagonal web openings
|
Wang, Peijun
|
|
2016
|
121 |
C |
p. 173-184
|
artikel
|
| 34 |
Shear tests of rivet fastened rectangular hollow flange channel beams
|
Keerthan, Poologanathan
|
|
2016
|
121 |
C |
p. 330-340
|
artikel
|
| 35 |
System reliability evaluation of steel frames with semi-rigid connections
|
Thai, Huu-Tai
|
|
2016
|
121 |
C |
p. 29-39
|
artikel
|
| 36 |
Test study on residual stress distribution of hybrid steel u-rib stiffened plates
|
Zhao, Qiu
|
|
2016
|
121 |
C |
p. 261-267
|
artikel
|
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