| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Axial compressive behavior of square composite columns confined by multiple spirals
|
Liang, Ching-Yu
|
|
2014
|
103 |
C |
p. 230-240
11 p.
|
artikel
|
| 2 |
Behavior of circular CFST stub columns under sustained load and chloride corrosion
|
Han, Lin-Hai
|
|
2014
|
103 |
C |
p. 23-36
14 p.
|
artikel
|
| 3 |
Behavior of composite girder with Y-type perfobond rib shear connectors
|
Kim, Sang-Hyo
|
|
2014
|
103 |
C |
p. 275-289
15 p.
|
artikel
|
| 4 |
Behaviour of steel–precast composite girders with through-bolt shear connectors under static loading
|
Chen, Y.-T.
|
|
2014
|
103 |
C |
p. 168-178
11 p.
|
artikel
|
| 5 |
Behaviour of stiffened flange cleat joints
|
Skejic, Davor
|
|
2014
|
103 |
C |
p. 61-76
16 p.
|
artikel
|
| 6 |
Buckling design of steel tied-arch bridges
|
De Backer, Hans
|
|
2014
|
103 |
C |
p. 159-167
9 p.
|
artikel
|
| 7 |
Buckling of stiffened curved panels under uniform axial compression
|
Tran, K.L.
|
|
2014
|
103 |
C |
p. 140-147
8 p.
|
artikel
|
| 8 |
Capacity of stainless steel lipped C-section stub column under axial compression
|
Shenggang, Fan
|
|
2014
|
103 |
C |
p. 251-263
13 p.
|
artikel
|
| 9 |
Column demands in steel plate shear walls with regular perforations using performance-based design methods
|
Moghimi, Hassan
|
|
2014
|
103 |
C |
p. 13-22
10 p.
|
artikel
|
| 10 |
Deformation capacity of concrete-filled steel plate composite shear walls
|
Hu, Hong-Song
|
|
2014
|
103 |
C |
p. 148-158
11 p.
|
artikel
|
| 11 |
Direct analysis by an arbitrarily-located-plastic-hinge element — Part 1: Planar analysis
|
Liu, Si-Wei
|
|
2014
|
103 |
C |
p. 303-315
13 p.
|
artikel
|
| 12 |
Direct analysis by an arbitrarily-located-plastic-hinge element — Part 2: Spatial analysis
|
Liu, Si-Wei
|
|
2014
|
103 |
C |
p. 316-326
11 p.
|
artikel
|
| 13 |
Editorial Board
|
|
|
2014
|
103 |
C |
p. IFC-
1 p.
|
artikel
|
| 14 |
Effect of radial base-plate welds on ULCF capacity of unanchored tank connections
|
Prinz, Gary S.
|
|
2014
|
103 |
C |
p. 131-139
9 p.
|
artikel
|
| 15 |
End-bearing resistance of Y-type perfobond rib according to rib width–height ratio
|
Kim, Sang-Hyo
|
|
2014
|
103 |
C |
p. 101-116
16 p.
|
artikel
|
| 16 |
Energy-based damage index for concentrically braced steel structure using continuous wavelet transform
|
Rajeev, P.
|
|
2014
|
103 |
C |
p. 241-250
10 p.
|
artikel
|
| 17 |
Experimental investigation of the ductility and performance of steel rings constructed from plates
|
Andalib, Zahra
|
|
2014
|
103 |
C |
p. 77-88
12 p.
|
artikel
|
| 18 |
Experimental study of ring-shaped steel plate shear walls
|
Egorova, Natalia
|
|
2014
|
103 |
C |
p. 179-189
11 p.
|
artikel
|
| 19 |
Hammer head beam solution for beam-to-column joints in seismic resistant building frames
|
Van-Long, Hoang
|
|
2014
|
103 |
C |
p. 49-60
12 p.
|
artikel
|
| 20 |
Improving fire performance with steel fibers for internally anchored square composite columns
|
Kim, Sun-Hee
|
|
2014
|
103 |
C |
p. 264-274
11 p.
|
artikel
|
| 21 |
Interaction behaviour of steel I-girders; part II: Longitudinally stiffened girders
|
Kövesdi, B.
|
|
2014
|
103 |
C |
p. 344-353
10 p.
|
artikel
|
| 22 |
Interaction behaviour of steel I-girders Part I: Longitudinally unstiffened girders
|
Kövesdi, B.
|
|
2014
|
103 |
C |
p. 327-343
17 p.
|
artikel
|
| 23 |
On the use of HSS in seismic-resistant structures
|
Longo, A.
|
|
2014
|
103 |
C |
p. 1-12
12 p.
|
artikel
|
| 24 |
Opening reinforcement for box-section walls containing continuous elliptical holes in steel pylons
|
Cheng, Bin
|
|
2014
|
103 |
C |
p. 89-100
12 p.
|
artikel
|
| 25 |
Performance under cyclic load of built-up T-stubs for Double T moment connections
|
Bravo, Miguel A.
|
|
2014
|
103 |
C |
p. 117-130
14 p.
|
artikel
|
| 26 |
Post-earthquake fire performance of moment resisting frames with reduced beam section connections
|
Memari, Mehrdad
|
|
2014
|
103 |
C |
p. 215-229
15 p.
|
artikel
|
| 27 |
Stiffening of bolted end-plate connections with steel member assemblies
|
Tagawa, Hiroshi
|
|
2014
|
103 |
C |
p. 190-199
10 p.
|
artikel
|
| 28 |
Test and analysis on the seismic performance of a steel truss-to-circular CFT column sub-assembly
|
Li, Zhiqiang
|
|
2014
|
103 |
C |
p. 200-214
15 p.
|
artikel
|
| 29 |
Towards a standardized procedure for the safety assessment of stability design rules
|
Tankova, Trayana
|
|
2014
|
103 |
C |
p. 290-302
13 p.
|
artikel
|
| 30 |
Web shear failure of angle-cleat connections loaded at high rates
|
Rahbari, Rahi
|
|
2014
|
103 |
C |
p. 37-48
12 p.
|
artikel
|
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