| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical model and design formulae of circular CFSTs under axial tension
|
Xu, Li-Yan
|
|
2017
|
133 |
C |
p. 214-230
17 p.
|
artikel
|
| 2 |
A theoretical model for the rotational stiffness of storage rack beam-to-upright connections
|
Zhao, Xianzhong
|
|
2017
|
133 |
C |
p. 269-281
13 p.
|
artikel
|
| 3 |
Axial behaviour of prestressed high strength steel tubular members
|
Wang, J.
|
|
2017
|
133 |
C |
p. 547-563
17 p.
|
artikel
|
| 4 |
Behavior of conventional and enhanced gravity connections subjected to column loss
|
Cortés, G.
|
|
2017
|
133 |
C |
p. 475-484
10 p.
|
artikel
|
| 5 |
Concrete-filled steel tubes with reinforcing bars or angles under axial tension
|
Chen, Ju
|
|
2017
|
133 |
C |
p. 374-382
9 p.
|
artikel
|
| 6 |
Coreless self-centering braces as retrofitting devices in steel structures
|
Attari Dezfuli, Mohammad
|
|
2017
|
133 |
C |
p. 485-498
14 p.
|
artikel
|
| 7 |
Crowd-structure interaction: Investigating the spatiality and synchronization of a pedestrian force model
|
Toso, Marcelo André
|
|
2017
|
133 |
C |
p. 510-521
12 p.
|
artikel
|
| 8 |
Cyclic behaviour characterization of web panel components in bolted end-plate steel joints
|
Augusto, Hugo
|
|
2017
|
133 |
C |
p. 310-333
24 p.
|
artikel
|
| 9 |
Cyclic behaviour of individual double headed anchored blind bolts within CFST
|
Oktavianus, Yusak
|
|
2017
|
133 |
C |
p. 522-534
13 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2017
|
133 |
C |
p. IFC-
1 p.
|
artikel
|
| 11 |
Effect of contact on the elastic behaviour of tensile bolted connections
|
Couchaux, Maël
|
|
2017
|
133 |
C |
p. 459-474
16 p.
|
artikel
|
| 12 |
Effect of corrosion on the tension behavior of painted structural steel members
|
Kim, In-Tae
|
|
2017
|
133 |
C |
p. 256-268
13 p.
|
artikel
|
| 13 |
Effect of internal axial loads on the stability of sway-permitted prismatic columns
|
Tian, Weifeng
|
|
2017
|
133 |
C |
p. 300-309
10 p.
|
artikel
|
| 14 |
End detailing experimental study of the pinned double-rectangular tube assembled buckling-restrained brace
|
Jiang, Z.Q.
|
|
2017
|
133 |
C |
p. 334-344
11 p.
|
artikel
|
| 15 |
Experimental and analytical studies on different configurations of cold-formed steel structures
|
Karabulut, B.
|
|
2017
|
133 |
C |
p. 535-546
12 p.
|
artikel
|
| 16 |
Experimental and numerical investigation of stabilization of thin-walled Z-beams by sandwich panels
|
Ciesielczyk, Katarzyna
|
|
2017
|
133 |
C |
p. 77-83
7 p.
|
artikel
|
| 17 |
Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures
|
Yan, Weiming
|
|
2017
|
133 |
C |
p. 231-240
10 p.
|
artikel
|
| 18 |
Experimental investigation and numerical simulation of pallet-rack stub columns under compression load
|
Zhang, Peng
|
|
2017
|
133 |
C |
p. 282-299
18 p.
|
artikel
|
| 19 |
Experimental investigation into stud shear connections under combined shear and tension forces
|
Shen, M.H.
|
|
2017
|
133 |
C |
p. 434-447
14 p.
|
artikel
|
| 20 |
Experimental investigation of steel beam to RC column connection via a through-plate
|
Bakhshayesh Eghbali, Nasrin
|
|
2017
|
133 |
C |
p. 125-140
16 p.
|
artikel
|
| 21 |
Experimental investigation on the seismic isolation for a legged wine storage tank
|
Colombo, J.I.
|
|
2017
|
133 |
C |
p. 167-180
14 p.
|
artikel
|
| 22 |
Experimental seismic behavior of SCFRT column chevron concentrically braced frames
|
Zhao, Bingzhen
|
|
2017
|
133 |
C |
p. 141-155
15 p.
|
artikel
|
| 23 |
Experimental study on flexural performance of partially precast steel reinforced concrete beams
|
Yang, Yong
|
|
2017
|
133 |
C |
p. 192-201
10 p.
|
artikel
|
| 24 |
Fatigue life assessment of large scale T-jointed steel truss bridge components
|
Cai, Shunyao
|
|
2017
|
133 |
C |
p. 499-509
11 p.
|
artikel
|
| 25 |
Fire resistance of restrained composite columns made of concrete filled hollow sections
|
Rodrigues, João Paulo C.
|
|
2017
|
133 |
C |
p. 65-76
12 p.
|
artikel
|
| 26 |
Full slenderness range DSM approach for stainless steel hollow cross-sections
|
Arrayago, I.
|
|
2017
|
133 |
C |
p. 156-166
11 p.
|
artikel
|
| 27 |
High temperature full-scale tests performed on S500M steel grade beams
|
Hanus, François
|
|
2017
|
133 |
C |
p. 448-458
11 p.
|
artikel
|
| 28 |
Hysteretic behavior of coupled steel plate shear walls
|
Pavir, Aydin
|
|
2017
|
133 |
C |
p. 19-35
17 p.
|
artikel
|
| 29 |
Laser and mechanical cutting effects on the cut-edge properties of steel S355N
|
Bursi, Oreste S.
|
|
2017
|
133 |
C |
p. 181-191
11 p.
|
artikel
|
| 30 |
Numerical and parametric studies on steel-elastic concrete composite structures
|
Yan, Jia-Bao
|
|
2017
|
133 |
C |
p. 84-96
13 p.
|
artikel
|
| 31 |
Numerical approach to the evaluation of the transformation parameter β
|
Girão Coelho, Ana M.
|
|
2017
|
133 |
C |
p. 405-417
13 p.
|
artikel
|
| 32 |
Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model
|
Bosco, Melina
|
|
2017
|
133 |
C |
p. 241-255
15 p.
|
artikel
|
| 33 |
Performance analysis and design of bolted connections in modularized prefabricated steel structures
|
Liu, X.C.
|
|
2017
|
133 |
C |
p. 360-373
14 p.
|
artikel
|
| 34 |
Role of compression diagonals in concentrically braced frames in moderate seismicity: A full scale experimental study
|
Kanyilmaz, Alper
|
|
2017
|
133 |
C |
p. 1-18
18 p.
|
artikel
|
| 35 |
Section compression capacity of high strength cold-formed hollow flange channels
|
Kesawan, Sivakumar
|
|
2017
|
133 |
C |
p. 202-213
12 p.
|
artikel
|
| 36 |
Seismic behavior of concentrically braced frames designed to AISC341 and EC8 provisions
|
Kazemzadeh Azad, Sina
|
|
2017
|
133 |
C |
p. 383-404
22 p.
|
artikel
|
| 37 |
Seismic behavior of Self-Buckling-Restrained Steel Plate Shear Wall made by two incline-slotted infill plates
|
Wang, Peijun
|
|
2017
|
133 |
C |
p. 47-64
18 p.
|
artikel
|
| 38 |
Seismic performance of recycled aggregate concrete–filled steel tube columns
|
Tang, Yun-Chao
|
|
2017
|
133 |
C |
p. 112-124
13 p.
|
artikel
|
| 39 |
Seismic performance of Z-type cantilever beam splices of column–tree connection
|
Zhang, Ai-lin
|
|
2017
|
133 |
C |
p. 97-111
15 p.
|
artikel
|
| 40 |
Stress-strain curves for hot-rolled steels
|
Yun, Xiang
|
|
2017
|
133 |
C |
p. 36-46
11 p.
|
artikel
|
| 41 |
The capacity of grade C450 cold-formed rectangular hollow section T and X connections: An experimental investigation
|
Becque, Jurgen
|
|
2017
|
133 |
C |
p. 345-359
15 p.
|
artikel
|
| 42 |
Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel
|
Du, Yansheng
|
|
2017
|
133 |
C |
p. 418-433
16 p.
|
artikel
|
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