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 |
p. 1431-1444 14 p. |
artikel |
112 |
Seismic behaviour of square CFT beam–columns under biaxial bending moment
|
Liu, Jiepeng |
|
2008 |
|
12 |
p. 1473-1482 10 p. |
artikel |
113 |
Seismic design of steel structures with buckling-restrained knee braces
|
Kim, Jinkoo |
|
2003 |
|
12 |
p. 1477-1497 21 p. |
artikel |
114 |
Shear buckling strength and design of curved corrugated steel webs for bridges
|
Eldib, M.E.A.-H. |
|
2009 |
|
12 |
p. 2129-2139 11 p. |
artikel |
115 |
Spring-stiffness model for flexible end-plate bare-steel joints in fire
|
Al-Jabri, K.S. |
|
2005 |
|
12 |
p. 1672-1691 20 p. |
artikel |
116 |
Static and cyclic behaviour of a steel–concrete composite beam with horizontal shear connections
|
Jurkiewiez, B. |
|
2009 |
|
12 |
p. 2207-2216 10 p. |
artikel |
117 |
Static properties and stability of cylindrical ILTDBS reticulated mega-structure with double-layer grid substructures
|
He, Yongjun |
|
2007 |
|
12 |
p. 1580-1589 10 p. |
artikel |
118 |
Static strength of collar plate reinforced CHS X-joints loaded by in-plane bending
|
Choo, Y.S. |
|
2004 |
|
12 |
p. 1745-1760 16 p. |
artikel |
119 |
Static strength of doubler plate reinforced CHS X-joints loaded by in-plane bending
|
Choo, Y.S. |
|
2004 |
|
12 |
p. 1725-1744 20 p. |
artikel |
120 |
Stiffness of the component ‘lateral faces of RHS’ at high temperature
|
López-Colina, Carlos |
|
2011 |
|
12 |
p. 1835-1842 8 p. |
artikel |
121 |
Strain ratcheting of steel tubulars with a rectangular defect under axial cycling: A numerical modeling
|
Zeinoddini, M. |
|
2011 |
|
12 |
p. 1872-1883 12 p. |
artikel |
122 |
Strength of slender concrete filled high strength steel box columns
|
Mursi, Mohanad |
|
2004 |
|
12 |
p. 1825-1848 24 p. |
artikel |
123 |
Stress/strain state investigations for extreme points of thin wall cylindrical tanks
|
Rasiulis, Konstantin |
|
2006 |
|
12 |
p. 1232-1237 6 p. |
artikel |
124 |
Structural behaviour of composite slim floor frames in fire conditions
|
Ma, Zhongcheng |
|
2006 |
|
12 |
p. 1282-1289 8 p. |
artikel |
125 |
Structural performance of cold-formed high strength stainless steel columns
|
Ellobody, Ehab |
|
2005 |
|
12 |
p. 1631-1649 19 p. |
artikel |
126 |
Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls
|
Lin, Chih-Han |
|
2010 |
|
12 |
p. 1467-1482 16 p. |
artikel |
127 |
Test of shear transfer enhancement in symmetric cold-formed steel–concrete composite beams
|
M.Irwan, J. |
|
2009 |
|
12 |
p. 2087-2098 12 p. |
artikel |
128 |
The behaviour of through-deck welded shear connectors: an experimental and numerical study
|
Kim, Boksun |
|
2001 |
|
12 |
p. 1359-1380 22 p. |
artikel |
129 |
The rigid seismic connection of continuous beams to column
|
Mirghaderi, S.R. |
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2008 |
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130 |
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2011 |
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Kudzys, Antanas |
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2006 |
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Liu, Dalin |
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2003 |
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Lee, Sung C. |
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2008 |
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2009 |
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