| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Behavior of adhesive bonded anchors under tension and shear loads
|
Epackachi, Siamak
|
|
2015
|
114 |
C |
p. 269-280
12 p.
|
artikel
|
| 2 |
Behavior prediction of corrugated steel plate shear walls with openings
|
Farzampour, Alireza
|
|
2015
|
114 |
C |
p. 258-268
11 p.
|
artikel
|
| 3 |
Behaviour of CHS brace-to-H-shaped chord X-joints under in-plane bending
|
Feng, Ran
|
|
2015
|
114 |
C |
p. 8-19
12 p.
|
artikel
|
| 4 |
Constitutive parameter calibration for structural steel: Non-uniqueness and loss of accuracy
|
Cooke, R.J.
|
|
2015
|
114 |
C |
p. 394-404
11 p.
|
artikel
|
| 5 |
Cyclic behavior of shear-and-flexural yielding metallic dampers
|
Sahoo, Dipti Ranjan
|
|
2015
|
114 |
C |
p. 247-257
11 p.
|
artikel
|
| 6 |
Damage index for crack initiation of structural steel under cyclic loading
|
Zhou, Z.G.
|
|
2015
|
114 |
C |
p. 1-7
7 p.
|
artikel
|
| 7 |
Determination of mechanical properties in SM490 steel weld zone using nanoindentation and FE analysis
|
Pham, Thai-Hoan
|
|
2015
|
114 |
C |
p. 314-324
11 p.
|
artikel
|
| 8 |
Development of structural shear fuse in moment resisting frames
|
Nikoukalam, M.T.
|
|
2015
|
114 |
C |
p. 349-361
13 p.
|
artikel
|
| 9 |
Editorial Board
|
|
|
2015
|
114 |
C |
p. IFC-
1 p.
|
artikel
|
| 10 |
Erratum to “Efficiency of Eurocode 8 design rules for steel and steel–concrete composite structures” [Journal of Constructional Steel Research 112 (2015) 108–129]
|
Braconi, A.
|
|
2015
|
114 |
C |
p. 431-
1 p.
|
artikel
|
| 11 |
Experimental and numerical study of the bond–slip relationship for post-tensioned composite slabs
|
Rana, Mohammad M.
|
|
2015
|
114 |
C |
p. 362-379
18 p.
|
artikel
|
| 12 |
Experimental assessment of the semi-rigid connections behavior with angles and stiffeners
|
Aydın, Abdulkadir Cüneyt
|
|
2015
|
114 |
C |
p. 338-348
11 p.
|
artikel
|
| 13 |
Experimental investigation of RCS connections performance using self-consolidated concrete
|
Alizadeh, Saeid
|
|
2015
|
114 |
C |
p. 204-216
13 p.
|
artikel
|
| 14 |
Experimental research on stable ultimate bearing capacity of leaning-type arch rib systems
|
Liu, Ai-Rong
|
|
2015
|
114 |
C |
p. 281-292
12 p.
|
artikel
|
| 15 |
Experimental study on post-fire mechanical properties of high strength Q460 steel
|
Wang, Weiyong
|
|
2015
|
114 |
C |
p. 100-109
10 p.
|
artikel
|
| 16 |
Experimental study on the seismic performance of L-shaped column composed of concrete-filled steel tubes frame structures
|
Zhou, Ting
|
|
2015
|
114 |
C |
p. 77-88
12 p.
|
artikel
|
| 17 |
Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks
|
Zhang, Qing-Hua
|
|
2015
|
114 |
C |
p. 110-118
9 p.
|
artikel
|
| 18 |
Hardness and compressive capacity of longitudinally welded very high strength steel tubes
|
Jiao, Hui
|
|
2015
|
114 |
C |
p. 405-416
12 p.
|
artikel
|
| 19 |
Inelastic buckling assessment of monosymmetric I-beams having stepped and non-compact flange sections
|
Surla, Albert S.
|
|
2015
|
114 |
C |
p. 325-337
13 p.
|
artikel
|
| 20 |
Initial stiffness evaluation of reverse channel connections in tension and compression
|
Heistermann, Tim
|
|
2015
|
114 |
C |
p. 119-128
10 p.
|
artikel
|
| 21 |
Load carrying behaviour of thrust rings for transferring longitudinal pipe forces
|
Unterweger, H.
|
|
2015
|
114 |
C |
p. 178-187
10 p.
|
artikel
|
| 22 |
Modeling and structural behavior of cable-stiffened single-layer latticed domes of hexagonal meshes
|
Yang, Dabin
|
|
2015
|
114 |
C |
p. 237-246
10 p.
|
artikel
|
| 23 |
Modeling composite beams with partial interaction
|
Turmo, J.
|
|
2015
|
114 |
C |
p. 380-393
14 p.
|
artikel
|
| 24 |
Modeling of CFRT through-diaphragm connections with H-beams subjected to axial load
|
Qin, Ying
|
|
2015
|
114 |
C |
p. 146-156
11 p.
|
artikel
|
| 25 |
Moment–shear–axial force interaction in composite beams
|
Kirkland, Brendan
|
|
2015
|
114 |
C |
p. 66-76
11 p.
|
artikel
|
| 26 |
Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces
|
Hoveidae, N.
|
|
2015
|
114 |
C |
p. 89-99
11 p.
|
artikel
|
| 27 |
Parametric study of tubular KK multiplanar steel connections
|
Forti, Nádia C.S.
|
|
2015
|
114 |
C |
p. 188-195
8 p.
|
artikel
|
| 28 |
Postbuckling behavior of flexibly connected single layer steel domes
|
Ramalingam, Raghavan
|
|
2015
|
114 |
C |
p. 136-145
10 p.
|
artikel
|
| 29 |
Prediction of the force displacement capacity boundary of an unbuckled steel slit damper
|
Hedayat, Amir Ahmad
|
|
2015
|
114 |
C |
p. 30-50
21 p.
|
artikel
|
| 30 |
Rectangular steel tubes with timber infill and CFRP confinement under compression: Experiments
|
Ghanbari Ghazijahani, Tohid
|
|
2015
|
114 |
C |
p. 196-203
8 p.
|
artikel
|
| 31 |
Reliability analysis of structural stainless steel design provisions
|
Afshan, S.
|
|
2015
|
114 |
C |
p. 293-304
12 p.
|
artikel
|
| 32 |
Seismic performance of controlled spine frames with energy-dissipating members
|
Takeuchi, T.
|
|
2015
|
114 |
C |
p. 51-65
15 p.
|
artikel
|
| 33 |
Simulation of ductile fracture in welded tubular connections using a simplified damage plasticity model considering the effect of stress triaxiality and Lode angle
|
Ma, Xinxu
|
|
2015
|
114 |
C |
p. 217-236
20 p.
|
artikel
|
| 34 |
Strengthening of existing composite steel-concrete beams utilising bolted shear connectors and welded studs
|
Pathirana, Sameera Wijesiri
|
|
2015
|
114 |
C |
p. 417-430
14 p.
|
artikel
|
| 35 |
Tests on plain and steel fiber concrete-filled stainless steel tubular columns
|
Tokgoz, Serkan
|
|
2015
|
114 |
C |
p. 129-135
7 p.
|
artikel
|
| 36 |
The elastic static property and stability of string cylindrical reticulated mega-structures
|
He, Yongjun
|
|
2015
|
114 |
C |
p. 20-29
10 p.
|
artikel
|
| 37 |
Unbraced steel frame design according to EC3 and AISC provisions
|
Bernuzzi, Claudio
|
|
2015
|
114 |
C |
p. 157-177
21 p.
|
artikel
|
| 38 |
Welding of stainless steel using defocused laser beam
|
Kuryntsev, S.V.
|
|
2015
|
114 |
C |
p. 305-313
9 p.
|
artikel
|
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