| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advanced model for predicting the fire response of concrete filled tubular columns
|
Espinos, Ana
|
|
2010
|
|
8-9 |
p. 1030-1046
17 p.
|
artikel
|
| 2 |
A method for predicting the lateral girder response of footbridges induced by pedestrians
|
Nakamura, Shunichi
|
|
2009
|
|
8-9 |
p. 1705-1711
7 p.
|
artikel
|
| 3 |
An efficient and direct method for out-of-plane buckling analysis of Y-braced steel frames
|
Saffari, Hamed
|
|
2010
|
|
8-9 |
p. 1107-1111
5 p.
|
artikel
|
| 4 |
A numerical investigation of local–overall interaction buckling of stainless steel lipped channel columns
|
Becque, Jurgen
|
|
2009
|
|
8-9 |
p. 1685-1693
9 p.
|
artikel
|
| 5 |
A particle swarm ant colony optimization for truss structures with discrete variables
|
Kaveh, A.
|
|
2009
|
|
8-9 |
p. 1558-1568
11 p.
|
artikel
|
| 6 |
Application of the finite strip method in cold-formed steel member design
|
Li, Z.
|
|
2010
|
|
8-9 |
p. 971-980
10 p.
|
artikel
|
| 7 |
A quick estimate of the strength of uniaxially tied framed structures
|
Spiliopoulos, K.V.
|
|
2009
|
|
8-9 |
p. 1763-1775
13 p.
|
artikel
|
| 8 |
Assessment of current nonlinear static procedures for seismic evaluation of BRBF buildings
|
Nguyen, An Hong
|
|
2010
|
|
8-9 |
p. 1118-1127
10 p.
|
artikel
|
| 9 |
Behavior and strength of steel reinforced concrete beam–column joints with single-side force inputs
|
Chen, Cheng-Cheng
|
|
2009
|
|
8-9 |
p. 1569-1581
13 p.
|
artikel
|
| 10 |
Behavior appraisal of steel semi-rigid joints using Linear Genetic Programming
|
Gandomi, A.H.
|
|
2009
|
|
8-9 |
p. 1738-1750
13 p.
|
artikel
|
| 11 |
Behaviour and design of restrained steel column in fire, Part 1: Fire test
|
Li, Guo-Qiang
|
|
2010
|
|
8-9 |
p. 1138-1147
10 p.
|
artikel
|
| 12 |
Behaviour and design of restrained steel column in fire: Part 2. Parameter study
|
Wang, Peijun
|
|
2010
|
|
8-9 |
p. 1148-1154
7 p.
|
artikel
|
| 13 |
Bending behaviors of quasi-closed trapezoidal box girders with X-type internal cross-frames
|
Kim, Kyungsik
|
|
2009
|
|
8-9 |
p. 1827-1835
9 p.
|
artikel
|
| 14 |
Blind bolted T-stub connections to unfilled hollow section columns in low rise structures
|
Lee, J.
|
|
2010
|
|
8-9 |
p. 981-992
12 p.
|
artikel
|
| 15 |
CALENDAR
|
|
|
2010
|
|
8-9 |
p. I-II
nvt p.
|
artikel
|
| 16 |
CALENDAR
|
|
|
2009
|
|
8-9 |
p. I-II
nvt p.
|
artikel
|
| 17 |
Call for Papers
|
|
|
2009
|
|
8-9 |
p. 1907-
1 p.
|
artikel
|
| 18 |
Classification of I- or H-shaped cross-sections under mixed internal actions
|
Rugarli, Paolo
|
|
2009
|
|
8-9 |
p. 1597-1606
10 p.
|
artikel
|
| 19 |
Cold bending HPS 485W steel bridge girders
|
Gergess, Antoine N.
|
|
2009
|
|
8-9 |
p. 1549-1557
9 p.
|
artikel
|
| 20 |
Confinement effect of stiffened and unstiffened concrete-filled stainless steel tubular stub columns
|
Dabaon, Mohamed
|
|
2009
|
|
8-9 |
p. 1846-1854
9 p.
|
artikel
|
| 21 |
Derivation of the bond–slip characteristics for FRP plated steel members
|
Akbar, Ibrisam
|
|
2010
|
|
8-9 |
p. 1047-1056
10 p.
|
artikel
|
| 22 |
Discussion of “Hysteretic behavior of tubular joints under cyclic loading” by Wei Wang and Yi-Yi Chen in [Journal of Construction Steel Research 2007; 63(10):1384–1395, doi: 10.1061/j.jcsr.2006.12.002]
|
Chen, Shiming
|
|
2009
|
|
8-9 |
p. 1904-1906
3 p.
|
artikel
|
| 23 |
Ductility capacity models for buckling-restrained braces
|
Andrews, Blake M.
|
|
2009
|
|
8-9 |
p. 1712-1720
9 p.
|
artikel
|
| 24 |
Editorial Board
|
|
|
2010
|
|
8-9 |
p. IFC-
1 p.
|
artikel
|
| 25 |
Editorial Board
|
|
|
2009
|
|
8-9 |
p. IFC-
1 p.
|
artikel
|
| 26 |
Effects of sustained axial load and cooling phase on post-fire behaviour of concrete-filled steel tubular stub columns
|
Huo, Jingsi
|
|
2009
|
|
8-9 |
p. 1664-1676
13 p.
|
artikel
|
| 27 |
Experimental and analytical study on channel shear connectors in fiber-reinforced concrete
|
Maleki, Shervin
|
|
2009
|
|
8-9 |
p. 1787-1793
7 p.
|
artikel
|
| 28 |
Experimental and numerical model for space steel and composite semi-rigid joints
|
Dabaon, Mohamed A.
|
|
2009
|
|
8-9 |
p. 1864-1875
12 p.
|
artikel
|
| 29 |
Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns
|
Becque, Jurgen
|
|
2009
|
|
8-9 |
p. 1677-1684
8 p.
|
artikel
|
| 30 |
Experimental study on curved composite beams subjected to combined flexure and torsion
|
Tan, E.L.
|
|
2009
|
|
8-9 |
p. 1855-1863
9 p.
|
artikel
|
| 31 |
Experiments on rectangular concrete-filled steel tubes loaded axially on a partially stressed cross-sectional area
|
Yang, You-Fu
|
|
2009
|
|
8-9 |
p. 1617-1630
14 p.
|
artikel
|
| 32 |
Finite element analysis of linear plates buckling under in-plane patch loading
|
Ikhenazen, Ghania
|
|
2010
|
|
8-9 |
p. 1112-1117
6 p.
|
artikel
|
| 33 |
Fire behaviour of hollow structural section steel columns filled with high strength concrete
|
Schaumann, Peter
|
|
2009
|
|
8-9 |
p. 1794-1802
9 p.
|
artikel
|
| 34 |
Flexural behavior of strengthened steel–concrete composite beams by various plating methods
|
Sallam, H.E.M.
|
|
2010
|
|
8-9 |
p. 1081-1087
7 p.
|
artikel
|
| 35 |
Generalised component-based model for beam-to-column connections including axial versus moment interaction
|
Del Savio, A.A.
|
|
2009
|
|
8-9 |
p. 1876-1895
20 p.
|
artikel
|
| 36 |
High strength steel tension splices with one or two bolts
|
Može, Primož
|
|
2010
|
|
8-9 |
p. 1000-1010
11 p.
|
artikel
|
| 37 |
Horizontal forces in steel structures tested in fire
|
Wald, František
|
|
2009
|
|
8-9 |
p. 1896-1903
8 p.
|
artikel
|
| 38 |
Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns
|
Wang, Jing-Feng
|
|
2009
|
|
8-9 |
p. 1644-1663
20 p.
|
artikel
|
| 39 |
Inelastic buckling of torsionally braced I-girders under uniform bending, II: Experimental study
|
Choi, Byung H.
|
|
2010
|
|
8-9 |
p. 1128-1137
10 p.
|
artikel
|
| 40 |
Nonlinear behavior of steel structures considering the cooling phase of a fire
|
Lien, K.H.
|
|
2009
|
|
8-9 |
p. 1776-1786
11 p.
|
artikel
|
| 41 |
Numerical modelling of concrete-filled lean duplex slender stainless steel tubular stub columns
|
Hassanein, M.F.
|
|
2010
|
|
8-9 |
p. 1057-1068
12 p.
|
artikel
|
| 42 |
Optimum design of steel truss arch bridges using a hybrid genetic algorithm
|
Cheng, Jin
|
|
2010
|
|
8-9 |
p. 1011-1017
7 p.
|
artikel
|
| 43 |
Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending
|
Han, Lin-Hai
|
|
2009
|
|
8-9 |
p. 1607-1616
10 p.
|
artikel
|
| 44 |
Pipe damper, Part I: Experimental and analytical study
|
Maleki, Shervin
|
|
2010
|
|
8-9 |
p. 1088-1095
8 p.
|
artikel
|
| 45 |
Pipe damper, Part II: Application to bridges
|
Maleki, Shervin
|
|
2010
|
|
8-9 |
p. 1096-1106
11 p.
|
artikel
|
| 46 |
Plastic shear buckling of unstiffened stocky plates
|
Alinia, M.M.
|
|
2009
|
|
8-9 |
p. 1631-1643
13 p.
|
artikel
|
| 47 |
Residual stresses in press-braked stainless steel sections, I: Coiling and uncoiling of sheets
|
Quach, W.M.
|
|
2009
|
|
8-9 |
p. 1803-1815
13 p.
|
artikel
|
| 48 |
Residual stresses in press-braked stainless steel sections, II: Press-braking operations
|
Quach, W.M.
|
|
2009
|
|
8-9 |
p. 1816-1826
11 p.
|
artikel
|
| 49 |
Seismic behaviour of circular CFST columns and RC shear wall mixed structures: Experiments
|
Liao, Fei-Yu
|
|
2009
|
|
8-9 |
p. 1582-1596
15 p.
|
artikel
|
| 50 |
Shear capacity and tension capacity of arc-spot welds for multi-overlap deck panels
|
Guenfoud, N.
|
|
2010
|
|
8-9 |
p. 1018-1029
12 p.
|
artikel
|
| 51 |
Steel cantilever strength by inelastic lateral buckling
|
Trahair, N.S.
|
|
2010
|
|
8-9 |
p. 993-999
7 p.
|
artikel
|
| 52 |
Steel–concrete composite bridge deck slab with profiled sheeting
|
Kim, Hyeong-Yeol
|
|
2009
|
|
8-9 |
p. 1751-1762
12 p.
|
artikel
|
| 53 |
Strength deformation behaviour of circular concrete filled steel tubes subjected to pure bending
|
Chitawadagi, Manojkumar V.
|
|
2009
|
|
8-9 |
p. 1836-1845
10 p.
|
artikel
|
| 54 |
Testing of self-consolidating concrete-filled double skin tubular stub columns exposed to fire
|
Lu, Hui
|
|
2010
|
|
8-9 |
p. 1069-1080
12 p.
|
artikel
|
| 55 |
Theoretical shape optimization of cold-formed thin-walled channel beams with drop flanges in pure bending
|
Magnucki, K.
|
|
2009
|
|
8-9 |
p. 1731-1737
7 p.
|
artikel
|
| 56 |
Web crippling strength of a steel sandwich panel with V-shaped webs
|
Okazaki, Taichiro
|
|
2009
|
|
8-9 |
p. 1721-1730
10 p.
|
artikel
|
| 57 |
Web openings in horizontally curved composite plate girders
|
Basher, M.A.
|
|
2009
|
|
8-9 |
p. 1694-1704
11 p.
|
artikel
|
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