| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
AISI 316Ti (1.4571) steel—Mechanical, creep and fracture properties versus temperature
|
Brnic, J.
|
|
2011
|
|
12 |
p. 1948-1952
5 p.
|
artikel
|
| 2 |
Analyses of distortional buckling of cold-formed sigma purlins using EN1993-1-3
|
Li, Long-yuan
|
|
2009
|
|
12 |
p. 2099-2102
4 p.
|
artikel
|
| 3 |
Analysis of a bolted T-stub strengthened by backing-plates with regard to Eurocode 3
|
Al-Khatab, Z.
|
|
2007
|
|
12 |
p. 1603-1615
13 p.
|
artikel
|
| 4 |
Analysis of longitudinal shear behaviour for composite steel and concrete slabs
|
Vainiūnas, P.
|
|
2006
|
|
12 |
p. 1264-1269
6 p.
|
artikel
|
| 5 |
Analytical calculation of internal forces in orthotropic plated bridge decks based on the slope-deflection method
|
De Backer, Hans
|
|
2008
|
|
12 |
p. 1530-1539
10 p.
|
artikel
|
| 6 |
An efficient and direct method for buckling analysis of steel frame structures
|
Bayo, Eduardo
|
|
2001
|
|
12 |
p. 1321-1336
16 p.
|
artikel
|
| 7 |
A new steel structural system of a suspension pedestrian bridge
|
Juozapaitis, A.
|
|
2006
|
|
12 |
p. 1257-1263
7 p.
|
artikel
|
| 8 |
Announcement
|
|
|
2003
|
|
12 |
p. VII-
1 p.
|
artikel
|
| 9 |
Announcement
|
|
|
2004
|
|
12 |
p. VII-
1 p.
|
artikel
|
| 10 |
A novel method for predicting damage accumulation in seismically deformed steel
|
Seal, C.K.
|
|
2009
|
|
12 |
p. 2157-2166
10 p.
|
artikel
|
| 11 |
Application of steel channels as stiffeners in bolted moment connections
|
Tagawa, H.
|
|
2005
|
|
12 |
p. 1650-1671
22 p.
|
artikel
|
| 12 |
A practical approach for fire resistance design of extended end-plate joints
|
Wang, Wei-Yong
|
|
2008
|
|
12 |
p. 1456-1462
7 p.
|
artikel
|
| 13 |
A tapered Timoshenko–Euler beam element for analysis of steel portal frames
|
Li, Guo-Qiang
|
|
2002
|
|
12 |
p. 1531-1544
14 p.
|
artikel
|
| 14 |
Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach
|
Loureiro, A.
|
|
2010
|
|
12 |
p. 1516-1522
7 p.
|
artikel
|
| 15 |
Behavior and strength of circular concrete-filled tube columns
|
Elremaily, Ahmed
|
|
2002
|
|
12 |
p. 1567-1591
25 p.
|
artikel
|
| 16 |
Behavior of CFST short column and beam with initial concrete imperfection: Experiments
|
Liao, Fei-Yu
|
|
2011
|
|
12 |
p. 1922-1935
14 p.
|
artikel
|
| 17 |
Behavior of channel shear connectors, Part I: Experimental study
|
Maleki, Shervin
|
|
2008
|
|
12 |
p. 1333-1340
8 p.
|
artikel
|
| 18 |
Behavior of channel shear connectors, Part II: Analytical study
|
Maleki, Shervin
|
|
2008
|
|
12 |
p. 1341-1348
8 p.
|
artikel
|
| 19 |
Behavior of composite beams prestressed with external tendons: Experimental study
|
Lorenc, Wojciech
|
|
2006
|
|
12 |
p. 1353-1366
14 p.
|
artikel
|
| 20 |
Behaviour of column web component of steel beam-to-column joints at elevated temperatures
|
Strejček, Michal
|
|
2011
|
|
12 |
p. 1890-1899
10 p.
|
artikel
|
| 21 |
Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes
|
Han, Lin-Hai
|
|
2003
|
|
12 |
p. 1455-1475
21 p.
|
artikel
|
| 22 |
Behaviour of semi-rigid steel beam-to-beam joints under bending and axial forces
|
Urbonas, Kȩstutis
|
|
2006
|
|
12 |
p. 1244-1249
6 p.
|
artikel
|
| 23 |
Bending and shear strengths of partially encased composite I-girders
|
Nakamura, Shun-ichi
|
|
2003
|
|
12 |
p. 1435-1453
19 p.
|
artikel
|
| 24 |
Blind bolted moment connection to sides of hollow section columns
|
Lee, J.
|
|
2011
|
|
12 |
p. 1900-1911
12 p.
|
artikel
|
| 25 |
Buckling and post-buckling strength of shear panels degraded by near border cracks
|
Alinia, M.M.
|
|
2008
|
|
12 |
p. 1483-1494
12 p.
|
artikel
|
| 26 |
Buckling experiments on steel silo transition junctions
|
Zhao, Y.
|
|
2004
|
|
12 |
p. 1783-1801
19 p.
|
artikel
|
| 27 |
Buckling experiments on steel silo transition junctions
|
Zhao, Y.
|
|
2004
|
|
12 |
p. 1803-1823
21 p.
|
artikel
|
| 28 |
CALENDAR
|
|
|
2010
|
|
12 |
p. I-II
nvt p.
|
artikel
|
| 29 |
CALENDAR
|
|
|
2009
|
|
12 |
p. I-II
nvt p.
|
artikel
|
| 30 |
Calendar
|
|
|
2001
|
|
12 |
p. VII-
1 p.
|
artikel
|
| 31 |
Calendar
|
|
|
2006
|
|
12 |
p. VII-VIII
nvt p.
|
artikel
|
| 32 |
CALENDAR
|
|
|
2008
|
|
12 |
p. I-II
nvt p.
|
artikel
|
| 33 |
CALENDAR
|
|
|
2007
|
|
12 |
p. I-II
nvt p.
|
artikel
|
| 34 |
Closure to discussion by O. Bedair of “Semi-analytical buckling strength analysis of plates with arbitrary stiffener arrangements”
|
Brubak, Lars
|
|
2007
|
|
12 |
p. 1618-1620
3 p.
|
artikel
|
| 35 |
Combined web crippling and bending moment failure of first-generation trapezoidal steel sheeting
|
Hofmeyer, H.
|
|
2002
|
|
12 |
p. 1509-1529
21 p.
|
artikel
|
| 36 |
Comparative study of the buckling of steel beams in Eurocode 3 and the Russian code
|
Loorits, Kalju
|
|
2006
|
|
12 |
p. 1290-1294
5 p.
|
artikel
|
| 37 |
Compression tests of welded section columns undergoing buckling interaction
|
Kwon, Young Bong
|
|
2007
|
|
12 |
p. 1590-1602
13 p.
|
artikel
|
| 38 |
Compressive tests of cold-formed steel curved panels
|
Xu, Lei
|
|
2001
|
|
12 |
p. 1249-1265
17 p.
|
artikel
|
| 39 |
Contents of Volume 61
|
|
|
2005
|
|
12 |
p. I-VII
nvt p.
|
artikel
|
| 40 |
Corrigendum to: “Effects of the frame geometry on the weight and inelastic behaviour of eccentrically braced chevron steel frames” [J. Construct. Steel Res. 64 (2008) 326–343]
|
Özhendekci, D.
|
|
2008
|
|
12 |
p. 1540-
1 p.
|
artikel
|
| 41 |
Cyclic behavior of partially-restrained steel frame with RC infill walls
|
Sun, Guohua
|
|
2011
|
|
12 |
p. 1821-1834
14 p.
|
artikel
|
| 42 |
Cyclic tests for welded-plate sections with end-plate connections
|
Yorgun, Cavidan
|
|
2001
|
|
12 |
p. 1309-1320
12 p.
|
artikel
|
| 43 |
Deformability of hierarchic cable roof
|
Pakrastinsh, L.
|
|
2006
|
|
12 |
p. 1295-1301
7 p.
|
artikel
|
| 44 |
Design and analysis of stainless steel profiled blast barriers
|
Louca, L.A.
|
|
2004
|
|
12 |
p. 1699-1723
25 p.
|
artikel
|
| 45 |
Design and behavior of light composite steel–concrete trusses with drilled standoff screw shear connections
|
Mujagic, J.R.U.
|
|
2010
|
|
12 |
p. 1483-1491
9 p.
|
artikel
|
| 46 |
Design basis of Lithuanian steel and aluminium structure codes and their relations to Eurocode
|
Daniūnas, Alfonsas
|
|
2006
|
|
12 |
p. 1250-1256
7 p.
|
artikel
|
| 47 |
Design of angle trusses by codes and second-order analysis with experimental verification
|
Fong, Man
|
|
2009
|
|
12 |
p. 2140-2147
8 p.
|
artikel
|
| 48 |
Design optimization of 3D steel structures: Genetic algorithms vs. classical techniques
|
Prendes Gero, María Belén
|
|
2006
|
|
12 |
p. 1303-1309
7 p.
|
artikel
|
| 49 |
Development of moment–rotation model equations for flush end-plate connections
|
Abolmaali, Ali
|
|
2005
|
|
12 |
p. 1595-1612
18 p.
|
artikel
|
| 50 |
Discussion on “Semi-analytical buckling strength analysis of plates with arbitrary stiffener arrangements” by L. Brubak, J. Hellesland and E. Steen [J Constr Steel Res 2007;63(4):532–43]
|
Bedair, Osama
|
|
2007
|
|
12 |
p. 1616-1617
2 p.
|
artikel
|
| 51 |
Distortional buckling of thin-walled inclined lipped channel beams bending about the minor axis
|
Luo, Hong-Guang
|
|
2011
|
|
12 |
p. 1884-1889
6 p.
|
artikel
|
| 52 |
Dynamic performance of cable net facades
|
Feng, Ruo-qiang
|
|
2009
|
|
12 |
p. 2217-2227
11 p.
|
artikel
|
| 53 |
Earthquake-induced net section fracture in brace connections — experiments and simulations
|
Shaw, S.M.
|
|
2010
|
|
12 |
p. 1492-1501
10 p.
|
artikel
|
| 54 |
Editorial Board
|
|
|
2010
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 55 |
Editorial Board
|
|
|
2009
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 56 |
EDITORIAL BOARD
|
|
|
2003
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 57 |
Editorial Board
|
|
|
2002
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 58 |
Editorial Board
|
|
|
2005
|
|
12 |
p. CO2-
1 p.
|
artikel
|
| 59 |
Editorial Board
|
|
|
2008
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 60 |
Editorial Board
|
|
|
2004
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 61 |
Editorial Board
|
|
|
2007
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 62 |
Editorial Board
|
|
|
2011
|
|
12 |
p. IFC-
1 p.
|
artikel
|
| 63 |
Effect of gravity columns on mitigation of drift concentration for braced frames
|
Ji, Xiaodong
|
|
2009
|
|
12 |
p. 2148-2156
9 p.
|
artikel
|
| 64 |
Elastic buckling characteristics of two-way grid shells of single layer and its application in design to evaluate the non-linear behavior and ultimate strength
|
Yamashita, Tetsuo
|
|
2001
|
|
12 |
p. 1289-1308
20 p.
|
artikel
|
| 65 |
Erratum to: “Cambering structural steel I-girders using cold bending” [J. Construct. Steel Res. 64 (2008) 407–417]
|
Gergess, Antoine N.
|
|
2008
|
|
12 |
p. 1541-
1 p.
|
artikel
|
| 66 |
Experimental and analytical investigation into crack strength determination of infilled steel frames
|
Moghadam, H.A.
|
|
2006
|
|
12 |
p. 1341-1352
12 p.
|
artikel
|
| 67 |
Experimental and analytical system identification of Eynel arch type steel highway bridge
|
Altunişik, Ahmet Can
|
|
2011
|
|
12 |
p. 1912-1921
10 p.
|
artikel
|
| 68 |
Experimental behaviour of recycled aggregate concrete filled steel tubular columns
|
Yang, You-Fu
|
|
2006
|
|
12 |
p. 1310-1324
15 p.
|
artikel
|
| 69 |
Experimental investigation and design of sandwich panels subject to local buckling effects
|
Pokharel, Narayan
|
|
2003
|
|
12 |
p. 1533-1552
20 p.
|
artikel
|
| 70 |
Experimental investigation on built-up columns
|
Lue, Dung M.
|
|
2006
|
|
12 |
p. 1325-1332
8 p.
|
artikel
|
| 71 |
Experimental study of prestressed steel–concrete composite beams with external tendons for negative moments
|
Chen, Shiming
|
|
2005
|
|
12 |
p. 1613-1630
18 p.
|
artikel
|
| 72 |
Experiment investigation of stress concentration factor of concrete-filled tubular T joints
|
Chen, Juan
|
|
2010
|
|
12 |
p. 1510-1515
6 p.
|
artikel
|
| 73 |
Failure modes of circular hollow members with flattened edges
|
Mistakidis, Euripides S
|
|
2003
|
|
12 |
p. 1573-1592
20 p.
|
artikel
|
| 74 |
Fatigue induced by plate breathing
|
Roberts, T.M
|
|
2002
|
|
12 |
p. 1495-1508
14 p.
|
artikel
|
| 75 |
Finite element analysis of CFT columns subjected to an axial compressive force and bending moment in combination
|
Hu, Hsuan-Teh
|
|
2005
|
|
12 |
p. 1692-1712
21 p.
|
artikel
|
| 76 |
Fire engineering design of steel and composite buildings
|
Lawson, R.M.
|
|
2001
|
|
12 |
p. 1233-1247
15 p.
|
artikel
|
| 77 |
Foreword
|
Kazimieras Kvedaras, Audronis
|
|
2006
|
|
12 |
p. 1231-
1 p.
|
artikel
|
| 78 |
Fuzzy optimization of cold-formed steel sheeting using genetic algorithms
|
Lu, Wei
|
|
2006
|
|
12 |
p. 1276-1281
6 p.
|
artikel
|
| 79 |
Genetic programming-based formulation for distortional buckling stress of cold-formed steel members
|
Pala, Murat
|
|
2008
|
|
12 |
p. 1495-1504
10 p.
|
artikel
|
| 80 |
High-cycle fatigue behavior of riveted connections for railway metal bridges
|
Pipinato, A.
|
|
2009
|
|
12 |
p. 2167-2175
9 p.
|
artikel
|
| 81 |
Implementation of shape memory alloy dampers for passive control of structures subjected to seismic excitations
|
Motahari, S.A.
|
|
2007
|
|
12 |
p. 1570-1579
10 p.
|
artikel
|
| 82 |
Improving seismic performance of concrete-filled tube to base connections
|
Hsu, H.-L.
|
|
2006
|
|
12 |
p. 1333-1340
8 p.
|
artikel
|
| 83 |
Increasing load capacity of steel space trusses with end-flattened connections
|
Bezerra, Luciano Mendes
|
|
2009
|
|
12 |
p. 2197-2206
10 p.
|
artikel
|
| 84 |
Inelastic postbuckling response of steel trusses under thermal loadings
|
Yang, Y.B.
|
|
2008
|
|
12 |
p. 1394-1407
14 p.
|
artikel
|
| 85 |
Influence of concrete strength and length/diameter on the axial capacity of CFT columns
|
de Oliveira, Walter Luiz Andrade
|
|
2009
|
|
12 |
p. 2103-2110
8 p.
|
artikel
|
| 86 |
Investigation of the arch in-plane buckling behaviour in arch bridges
|
Romeijn, Arie
|
|
2008
|
|
12 |
p. 1349-1356
8 p.
|
artikel
|
| 87 |
Lateral bracing of I-girder with corrugated webs under uniform bending
|
Kazemi nia korrani, Hamid reza
|
|
2010
|
|
12 |
p. 1502-1509
8 p.
|
artikel
|
| 88 |
Lateral buckling of web-tapered I-beams: A new theory
|
Zhang, Lei
|
|
2008
|
|
12 |
p. 1379-1393
15 p.
|
artikel
|
| 89 |
Lateral restraint forces in Z-section roof systems using the component stiffness method
|
Seek, Michael W.
|
|
2008
|
|
12 |
p. 1366-1378
13 p.
|
artikel
|
| 90 |
Long-term deflection of cracked composite beams with nonlinear partial shear interaction: I — Finite element modeling
|
Sakr, Mohammed A.
|
|
2008
|
|
12 |
p. 1446-1455
10 p.
|
artikel
|
| 91 |
Material effect for predicting the fire resistance of concrete-filled square steel tube column under constant axial load
|
Chung, Kyungsoo
|
|
2008
|
|
12 |
p. 1505-1515
11 p.
|
artikel
|
| 92 |
Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region
|
Fu, Feng
|
|
2008
|
|
12 |
p. 1408-1419
12 p.
|
artikel
|
| 93 |
Nonlinear analysis of circular concrete-filled steel tubular short columns under axial loading
|
Liang, Qing Quan
|
|
2009
|
|
12 |
p. 2186-2196
11 p.
|
artikel
|
| 94 |
Nonlinear analysis of masonry-infilled steel frames with openings using discrete element method
|
Mohebkhah, Amin
|
|
2008
|
|
12 |
p. 1463-1472
10 p.
|
artikel
|
| 95 |
Non-linear behavior and design of steel structures
|
Chan, S.L.
|
|
2001
|
|
12 |
p. 1217-1231
15 p.
|
artikel
|
| 96 |
Non-linear behaviour of lattice panel of angle towers
|
Prasad Rao, N
|
|
2001
|
|
12 |
p. 1337-1357
21 p.
|
artikel
|
| 97 |
Nonlinear inelastic time-history analysis of truss structures
|
Thai, Huu-Tai
|
|
2011
|
|
12 |
p. 1966-1972
7 p.
|
artikel
|
| 98 |
Nonlinear in-plane behavior of circular steel arches with hollow circular cross-section
|
Dimopoulos, C.A.
|
|
2008
|
|
12 |
p. 1436-1445
10 p.
|
artikel
|
| 99 |
Non-linear plastic analysis of steel arches under lateral buckling
|
Japón, José Luis Manzanares
|
|
2011
|
|
12 |
p. 1850-1863
14 p.
|
artikel
|
| 100 |
Numerical investigation of net section failure in stainless steel bolted connections
|
Salih, E.L.
|
|
2010
|
|
12 |
p. 1455-1466
12 p.
|
artikel
|
| 101 |
Optimal shakedown design of metal structures under stiffness and stability constraints
|
Merkevičiūtė, Dovilė
|
|
2006
|
|
12 |
p. 1270-1275
6 p.
|
artikel
|
| 102 |
Optimum design of cold-formed steel space structures using neural dynamics model
|
Tashakori, A.
|
|
2002
|
|
12 |
p. 1545-1566
22 p.
|
artikel
|
| 103 |
Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints
|
Gho, W.-M.
|
|
2004
|
|
12 |
p. 1761-1782
22 p.
|
artikel
|
| 104 |
Patch loading resistance of girders with corrugated webs
|
Kövesdi, B.
|
|
2010
|
|
12 |
p. 1445-1454
10 p.
|
artikel
|
| 105 |
Prediction of mechanical properties of light gauge steels at elevated temperatures
|
Lee, Jung Hoon
|
|
2003
|
|
12 |
p. 1517-1532
16 p.
|
artikel
|
| 106 |
Prediction of the combination of failure modes for an arch bridge system
|
Nowak, Andrzej S.
|
|
2007
|
|
12 |
p. 1561-1569
9 p.
|
artikel
|
| 107 |
Rankine approach for fire resistance of axially-and-flexurally restrained steel columns
|
Huang, Zhan-Fei
|
|
2003
|
|
12 |
p. 1553-1571
19 p.
|
artikel
|
| 108 |
Reliability assessment of composite beams
|
Mujagić, J.R. Ubejd
|
|
2009
|
|
12 |
p. 2111-2128
18 p.
|
artikel
|
| 109 |
RETRACTED: Innovative method in seismic design of slab-on-girder steel bridges
|
Lotfollahi, Mehrdad
|
|
2008
|
|
12 |
p. 1420-1435
16 p.
|
artikel
|
| 110 |
Rib shear connectors in composite profiled slabs
|
Burnet, Matthew J
|
|
2001
|
|
12 |
p. 1267-1287
21 p.
|
artikel
|
| 111 |
Seismic behaviour of beam-to-column partial-strength joints for steel–concrete composite frames
|
Braconi, Aurelio
|
|
2010
|
|
12 |
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