nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A consistent methodology for the out-of-plane buckling resistance of prismatic steel beam-columns
|
Tankova, Trayana |
|
2017 |
128 |
C |
p. 839-852 14 p. |
artikel |
2 |
Analytical behaviour of CFDST chord to CHS brace composite K-joints
|
Hou, Chao |
|
2017 |
128 |
C |
p. 618-632 15 p. |
artikel |
3 |
Analytical model for predicting axial compressive behavior of steel reinforced concrete column
|
Chen, Suwen |
|
2017 |
128 |
C |
p. 649-660 12 p. |
artikel |
4 |
An efficient method for optimizing space steel frames with semi-rigid joints using practical advanced analysis and the micro-genetic algorithm
|
Truong, Viet-Hung |
|
2017 |
128 |
C |
p. 416-427 12 p. |
artikel |
5 |
A numerical study on residual stress of high strength steel box column
|
Jiang, Jin |
|
2017 |
128 |
C |
p. 440-450 11 p. |
artikel |
6 |
A review of research on steel eccentrically braced frames
|
Kazemzadeh Azad, Sina |
|
2017 |
128 |
C |
p. 53-73 21 p. |
artikel |
7 |
A theoretical strut model for severe seismic analysis of single-layer reticulated domes
|
Ding, Yang |
|
2017 |
128 |
C |
p. 661-671 11 p. |
artikel |
8 |
Axially restrained steel beams with web openings at elevated temperatures, part 1: Behaviour and numerical simulation results
|
Najafi, M. |
|
2017 |
128 |
C |
p. 745-761 17 p. |
artikel |
9 |
Axially restrained steel beams with web openings at elevated temperatures, part 2: Development of an analytical method
|
Najafi, M. |
|
2017 |
128 |
C |
p. 687-705 19 p. |
artikel |
10 |
Axial restraint forces in shear endplates of steel frames due to fire
|
Hantouche, Elie G. |
|
2017 |
128 |
C |
p. 528-541 14 p. |
artikel |
11 |
Behavior of skewed extended shear tab connections part I: Connection to supporting web
|
Al Hijaj, Mutaz |
|
2017 |
128 |
C |
p. 305-320 16 p. |
artikel |
12 |
Behavior of skewed extended shear tab connections part II: Connection to supporting flange
|
Mahamid, Mustafa |
|
2017 |
128 |
C |
p. 462-472 11 p. |
artikel |
13 |
Behaviour and design of hollow and concrete-filled spiral welded steel tube columns subjected to axial compression
|
Aslani, Farhad |
|
2017 |
128 |
C |
p. 261-288 28 p. |
artikel |
14 |
Behaviour and design of steel members with web openings under combined bending, shear and compression
|
Najafi, M. |
|
2017 |
128 |
C |
p. 579-600 22 p. |
artikel |
15 |
Behaviour and DSM design of stiffened lipped channel columns undergoing local-distortional interaction
|
Martins, André Dias |
|
2017 |
128 |
C |
p. 99-118 20 p. |
artikel |
16 |
Compression test and analysis of multi-limbs built-up cold-formed steel stub columns
|
Liao, Fangfang |
|
2017 |
128 |
C |
p. 405-415 11 p. |
artikel |
17 |
Cost efficiency analyses of steel frameworks for economical design of multi-storey buildings
|
Hasançebi, Oğuzhan |
|
2017 |
128 |
C |
p. 380-396 17 p. |
artikel |
18 |
Development of a proposed design method for discontinuous columns in braced frames
|
King, C.M. |
|
2017 |
128 |
C |
p. 233-244 12 p. |
artikel |
19 |
Direct displacement-based seismic design of semi-rigid steel frames
|
Pirmoz, Akbar |
|
2017 |
128 |
C |
p. 201-209 9 p. |
artikel |
20 |
Editorial Board
|
|
|
2017 |
128 |
C |
p. IFC- 1 p. |
artikel |
21 |
Effective shear connection for shallow cellular composite floor beams
|
Limazie, Toi |
|
2017 |
128 |
C |
p. 772-788 17 p. |
artikel |
22 |
European column buckling curves and finite element modelling including high strength steels
|
Jönsson, Jeppe |
|
2017 |
128 |
C |
p. 136-151 16 p. |
artikel |
23 |
Experimental and analytical investigation of semi-rigid CFST frames with external SCWPs
|
Wang, Jingfeng |
|
2017 |
128 |
C |
p. 289-304 16 p. |
artikel |
24 |
Experimental behaviour of tapered CFST columns under combined compression and bending
|
Ren, Qing-Xin |
|
2017 |
128 |
C |
p. 39-52 14 p. |
artikel |
25 |
Experimental evaluation of bending-moment performance about steel plate-concrete structures with mechanical splice
|
Kim, Moonjeong |
|
2017 |
128 |
C |
p. 362-370 9 p. |
artikel |
26 |
Experimental investigation of pipes with flexible joints under fault rupture
|
Melissianos, Vasileios E. |
|
2017 |
128 |
C |
p. 633-648 16 p. |
artikel |
27 |
Experimental study of ultra-large capacity end-plate joints
|
Shi, Gang |
|
2017 |
128 |
C |
p. 354-361 8 p. |
artikel |
28 |
Experimental study on blind bolted connections to concrete-filled stainless steel columns
|
Tao, Zhong |
|
2017 |
128 |
C |
p. 825-838 14 p. |
artikel |
29 |
Fatigue behaviour and BS7608 fatigue classes of steels with thermally cut holes
|
Cicero, S. |
|
2017 |
128 |
C |
p. 74-83 10 p. |
artikel |
30 |
Fatigue behaviour of a welded I-section under a line load in compression
|
Wardenier, Jaap |
|
2017 |
128 |
C |
p. 210-218 9 p. |
artikel |
31 |
Fatigue cracking detection in steel bridge girders through a self-powered sensing concept
|
Alavi, Amir H. |
|
2017 |
128 |
C |
p. 19-38 20 p. |
artikel |
32 |
Fire resilience of composite beams with simple connections: Parametric studies and design
|
Fischer, Erica C. |
|
2017 |
128 |
C |
p. 119-135 17 p. |
artikel |
33 |
Fire resistance of concrete filled steel tube columns subjected to non-uniform heating
|
Guo, Hongcun |
|
2017 |
128 |
C |
p. 542-554 13 p. |
artikel |
34 |
Flexural behavior of high strength concrete filled high strength square steel tube
|
Li, Guochang |
|
2017 |
128 |
C |
p. 732-744 13 p. |
artikel |
35 |
Flexural buckling resistance of cold-formed HSS hollow section members
|
Somodi, B. |
|
2017 |
128 |
C |
p. 179-192 14 p. |
artikel |
36 |
Generalized formulation for shear resistance on Y-type perfobond rib shear connectors
|
Kim, Sang-Hyo |
|
2017 |
128 |
C |
p. 245-260 16 p. |
artikel |
37 |
Heating rate effect on the thermophysical properties of steel in fire
|
Fang, Han |
|
2017 |
128 |
C |
p. 611-617 7 p. |
artikel |
38 |
Influence of non-uniform martensitic transformation on residual stresses and distortion of GMA-welding
|
Neubert, S. |
|
2017 |
128 |
C |
p. 193-200 8 p. |
artikel |
39 |
Influence of transverse loading onto push-out tests with deep steel decking
|
Nellinger, Sebastian |
|
2017 |
128 |
C |
p. 335-353 19 p. |
artikel |
40 |
Local web buckling of double-coped steel beam connections
|
Fang, Cheng |
|
2017 |
128 |
C |
p. 166-178 13 p. |
artikel |
41 |
Master S-N curve approach to fatigue prediction of breathing web panels
|
Yaghoubshahi, Mojgan |
|
2017 |
128 |
C |
p. 789-799 11 p. |
artikel |
42 |
Mechanical behavior of Ring-sleeve joints of single-layer reticulated shells
|
Feng, Ruo-qiang |
|
2017 |
128 |
C |
p. 601-610 10 p. |
artikel |
43 |
Moment-rotation behavior of top-and seat-angle connections with double web angles
|
Kong, Zhengyi |
|
2017 |
128 |
C |
p. 428-439 12 p. |
artikel |
44 |
Moment-rotation curves of ultra-large capacity end-plate joints based on component method
|
Shi, Gang |
|
2017 |
128 |
C |
p. 451-461 11 p. |
artikel |
45 |
Neural network-based assessment of the stress concentration factor in a T-welded joint
|
Dabiri, M. |
|
2017 |
128 |
C |
p. 567-578 12 p. |
artikel |
46 |
Numerical prediction of available rotation capacity of cold-formed steel beams
|
Hassan, Emad M. |
|
2017 |
128 |
C |
p. 84-98 15 p. |
artikel |
47 |
Panel action of novel partially connected buckling-restrained steel plate shear walls
|
Wei, Mu-Wang |
|
2017 |
128 |
C |
p. 483-497 15 p. |
artikel |
48 |
Performance of mono-symmetric upright pallet racks under slab deflections
|
Bernuzzi, Claudio |
|
2017 |
128 |
C |
p. 672-686 15 p. |
artikel |
49 |
Progressive collapse simulation based on DEM for single-layer reticulated domes
|
Jihong, Ye |
|
2017 |
128 |
C |
p. 721-731 11 p. |
artikel |
50 |
Residual stress effect on link element of eccentrically braced frame
|
Kurdi, |
|
2017 |
128 |
C |
p. 397-404 8 p. |
artikel |
51 |
Residual stress measurements on cold-formed HSS hollow section columns
|
Somodi, B. |
|
2017 |
128 |
C |
p. 706-720 15 p. |
artikel |
52 |
Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations
|
Subramanian, Lakshmi |
|
2017 |
128 |
C |
p. 321-334 14 p. |
artikel |
53 |
Seismic design of extended stiffened end-plate joints in the framework of Eurocodes
|
D'Aniello, Mario |
|
2017 |
128 |
C |
p. 512-527 16 p. |
artikel |
54 |
Seismic design procedure for cold-formed steel sheathed shear wall frames: Proposal and evaluation
|
Kechidi, Smail |
|
2017 |
128 |
C |
p. 219-232 14 p. |
artikel |
55 |
Seismic performance of T-shaped steel-concrete composite structural walls subjected to loadings from different directions
|
Lan, Wenwu |
|
2017 |
128 |
C |
p. 7-18 12 p. |
artikel |
56 |
Shaking table tests on steel portal frames consisting of non-compact tapered members
|
Su, Mingzhou |
|
2017 |
128 |
C |
p. 473-482 10 p. |
artikel |
57 |
Shear buckling of plates and thin-walled channel sections with holes
|
Pham, Cao Hung |
|
2017 |
128 |
C |
p. 800-811 12 p. |
artikel |
58 |
Strengthening CHS T-joints subjected to brace axial compression using through-bolts
|
Iskander, Mina S. |
|
2017 |
128 |
C |
p. 555-566 12 p. |
artikel |
59 |
Structural behavior of extreme thick-walled cold-formed square steel columns
|
Liu, Dongyu |
|
2017 |
128 |
C |
p. 371-379 9 p. |
artikel |
60 |
Structural resistance of high-strength steel CHS members
|
Pournara, Aglaia E. |
|
2017 |
128 |
C |
p. 152-165 14 p. |
artikel |
61 |
Temperature analysis of partially heated steel members in fire
|
Wong, M.B. |
|
2017 |
128 |
C |
p. 1-6 6 p. |
artikel |
62 |
Tolerances of imperfections and strength of cold-formed lipped channel column
|
Sadovský, Z. |
|
2017 |
128 |
C |
p. 762-771 10 p. |
artikel |
63 |
Web crippling of beams under ITF loading: A novel DSM-based design approach
|
Natário, P. |
|
2017 |
128 |
C |
p. 812-824 13 p. |
artikel |
64 |
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses
|
Valente, Marco |
|
2017 |
128 |
C |
p. 498-511 14 p. |
artikel |