| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical and experimental dynamic behavior of a new type of cable-arch bridge
|
Kang, H.J.
|
|
2014
|
101 |
C |
p. 385-394
10 p.
|
artikel
|
| 2 |
An experimental study of the behaviour of reverse channel connection components to concrete filled steel tubes under tension at elevated temperature
|
Jafarian, M.
|
|
2014
|
101 |
C |
p. 96-113
18 p.
|
artikel
|
| 3 |
Application of SFRC in steel–concrete composite beams subjected to hogging moment
|
Lin, Weiwei
|
|
2014
|
101 |
C |
p. 175-183
9 p.
|
artikel
|
| 4 |
Behaviour of concrete-encased CFST columns under combined compression and bending
|
An, Yu-Feng
|
|
2014
|
101 |
C |
p. 314-330
17 p.
|
artikel
|
| 5 |
Bolted beam-to-column connections for built-up columns constructed of H-SA700 steel
|
Lin, Xuchuan
|
|
2014
|
101 |
C |
p. 469-481
13 p.
|
artikel
|
| 6 |
Buckling curves for heavy wide flange QST columns based on statistical evaluation
|
Spoorenberg, R.C.
|
|
2014
|
101 |
C |
p. 280-289
10 p.
|
artikel
|
| 7 |
Corrigendum to “Fatigue of headed studs welded with improved ferrules under rotating shear force” [J Constr Steel Res 92 (2014) 211–218]
|
Higashiyama, Hiroshi
|
|
2014
|
101 |
C |
p. 82-
1 p.
|
artikel
|
| 8 |
Cyclic performance of flange-plate connection to box column with finger shaped plate
|
Saneei Nia, Z.
|
|
2014
|
101 |
C |
p. 207-223
17 p.
|
artikel
|
| 9 |
Determining the SCFs of tubular bridge joints with an alternative method
|
Stael, Dries
|
|
2014
|
101 |
C |
p. 1-8
8 p.
|
artikel
|
| 10 |
Development of an energy dissipation restrainer for bridges using a steel shear panel
|
Deng, Kailai
|
|
2014
|
101 |
C |
p. 83-95
13 p.
|
artikel
|
| 11 |
Development of cross-anchored dual-core self-centering braces for seismic resistance
|
Chou, Chung-Che
|
|
2014
|
101 |
C |
p. 19-32
14 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2014
|
101 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Elevated temperature evaluation of an existing steel web shear buckling analytical model
|
Garlock, Maria E. Moreyra
|
|
2014
|
101 |
C |
p. 395-406
12 p.
|
artikel
|
| 14 |
Energy dissipation characteristics of steel coupling beams with corrugated webs
|
Hajsadeghi, Mohammad
|
|
2014
|
101 |
C |
p. 124-132
9 p.
|
artikel
|
| 15 |
Exact solution of bending problem for continuous sandwich panels with profiled facings
|
Gosowski, Bronisław
|
|
2014
|
101 |
C |
p. 53-60
8 p.
|
artikel
|
| 16 |
Experimental analysis and mechanical modeling of T-stubs with four bolts per row
|
Massimo, Latour
|
|
2014
|
101 |
C |
p. 158-174
17 p.
|
artikel
|
| 17 |
Experimental and numerical investigation of eccentrically loaded laced built-up steel columns
|
Kalochairetis, Konstantinos E.
|
|
2014
|
101 |
C |
p. 66-81
16 p.
|
artikel
|
| 18 |
Experimental and numerical study on steel reinforced high-strength concrete short-leg shear walls
|
Wang, Xiaoyan
|
|
2014
|
101 |
C |
p. 242-253
12 p.
|
artikel
|
| 19 |
Experimental evaluation of cyclically loaded, large-scale, planar and 3-d buckling-restrained braced frames
|
Palmer, Keith D.
|
|
2014
|
101 |
C |
p. 415-425
11 p.
|
artikel
|
| 20 |
Explosive testing and modelling of square tubular steel columns for near-field detonations
|
Remennikov, Alex M.
|
|
2014
|
101 |
C |
p. 290-303
14 p.
|
artikel
|
| 21 |
Fracture in concrete-filled square hollow section to H-section joints under low-cycle loading
|
Wang, Wanzhen
|
|
2014
|
101 |
C |
p. 363-372
10 p.
|
artikel
|
| 22 |
HSS-to-HSS seismic moment connection performance and design
|
Fadden, Matthew
|
|
2014
|
101 |
C |
p. 373-384
12 p.
|
artikel
|
| 23 |
Hysteretic characterization of cold-formed steel stud-to-sheathing connections
|
Peterman, K.D.
|
|
2014
|
101 |
C |
p. 254-264
11 p.
|
artikel
|
| 24 |
Impact of construction details on OSB-sheathed cold-formed steel framed shear walls
|
Liu, P.
|
|
2014
|
101 |
C |
p. 114-123
10 p.
|
artikel
|
| 25 |
Influence of general corrosion on buckling strength of laser-welded web-core sandwich plates
|
Jelovica, J.
|
|
2014
|
101 |
C |
p. 342-350
9 p.
|
artikel
|
| 26 |
Influence of the gravity framing system on the collapse performance of special steel moment frames
|
Flores, Francisco X.
|
|
2014
|
101 |
C |
p. 351-362
12 p.
|
artikel
|
| 27 |
Local ductility of steel elements under near-field earthquake loading
|
Gioncu, Victor
|
|
2014
|
101 |
C |
p. 33-52
20 p.
|
artikel
|
| 28 |
Modeling of different bracing configurations in multi-storey concentrically braced frames using a fiber-beam based approach
|
Wijesundara, K.K.
|
|
2014
|
101 |
C |
p. 426-436
11 p.
|
artikel
|
| 29 |
Noncompact and slender rectangular CFT members: Experimental database, analysis, and design
|
Lai, Zhichao
|
|
2014
|
101 |
C |
p. 455-468
14 p.
|
artikel
|
| 30 |
Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns
|
Patel, Vipulkumar Ishvarbhai
|
|
2014
|
101 |
C |
p. 9-18
10 p.
|
artikel
|
| 31 |
Nonlinear inelastic time-history analysis of three-dimensional semi-rigid steel frames
|
Nguyen, Phu-Cuong
|
|
2014
|
101 |
C |
p. 192-206
15 p.
|
artikel
|
| 32 |
Optimization of welded square cellular plates with two different kinds of stiffeners
|
Farkas, József
|
|
2014
|
101 |
C |
p. 61-65
5 p.
|
artikel
|
| 33 |
Prediction of axial load capacity of stub circular concrete-filled steel tube using fuzzy logic
|
Moon, Jiho
|
|
2014
|
101 |
C |
p. 184-191
8 p.
|
artikel
|
| 34 |
Probabilistic modelling of residual stress in advanced analysis of steel structures
|
Shayan, S.
|
|
2014
|
101 |
C |
p. 407-414
8 p.
|
artikel
|
| 35 |
Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions
|
Ajamy, A.
|
|
2014
|
101 |
C |
p. 265-279
15 p.
|
artikel
|
| 36 |
Progressive collapse potential of a typical steel building due to blast attacks
|
Elsanadedy, H.M.
|
|
2014
|
101 |
C |
p. 143-157
15 p.
|
artikel
|
| 37 |
Seismic assessment of a steel braced plan mass symmetric/asymmetric building structure
|
McCrum, D.P.
|
|
2014
|
101 |
C |
p. 133-142
10 p.
|
artikel
|
| 38 |
Seismic performance of dual-steel moment resisting frames
|
Tenchini, Andre
|
|
2014
|
101 |
C |
p. 437-454
18 p.
|
artikel
|
| 39 |
Seismic retrofit design method for RC buildings using buckling-restrained braces and steel frames
|
Sutcu, Fatih
|
|
2014
|
101 |
C |
p. 304-313
10 p.
|
artikel
|
| 40 |
Shape optimization of thin-walled steel sections using graph theory and ACO algorithm
|
Sharafi, P.
|
|
2014
|
101 |
C |
p. 331-341
11 p.
|
artikel
|
| 41 |
The behaviour of puzzle-shaped composite dowels — Part I: Experimental study
|
Lorenc, W.
|
|
2014
|
101 |
C |
p. 482-499
18 p.
|
artikel
|
| 42 |
The behaviour of puzzle-shaped composite dowels — Part II: Theoretical investigations
|
Lorenc, W.
|
|
2014
|
101 |
C |
p. 500-518
19 p.
|
artikel
|
| 43 |
Warping influence on the resistance of uprights in steel storage pallet racks
|
Bernuzzi, Claudio
|
|
2014
|
101 |
C |
p. 224-241
18 p.
|
artikel
|
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