This article reviews research on cold-formed steel structures published in 2013 and 2014 in three leading journals: the Journal of Structural Engineering, ASCE, Thin-Walled Structures and the Journal of Constructional Steel Research. It also reviews papers published in the three main conferences in the area over the same period. These are Eurosteel 2014 (Naples, Italy), the 7th International Conference on Thin-Walled Structures (Busan, Korea) and the 22nd International Specialty Conference on Cold-Formed Steel Structures (St Louis, MO, USA). Three research areas which have recently been incorporated in the North American Specification NAS S100:2012 or are being incorporated in the Australian/New Zealand Standard AS/NZS 4600 have been highlighted. These are the works on the semi-analytical finite strip method for sections in shear by the author and his colleagues at the University of Sydney, net section rupture by Associate Professor Lip Teh at the University of Wollongong and fire design by Professor Mahendran at Queensland University of Technology.
AcharyaSRSivakumaranKSYoungB (2013) Reinforcement schemes for cold-formed steel joists with a large web opening in shear zone – an experimental investigation. Thin-Walled Structures72: 28–36.
2.
ÁdányS (2013) Decomposition of in-plane shear in thin-walled members. Thin-Walled Structures73: 27–38.
3.
ÁdányS (2014) Constrained finite element method: demonstrative examples on the global modes of thin-walled members. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 67–82. Rolla, MO: Missouri University of Science and Technology.
4.
ÁdánySSchaferBW (2014a) Generalized constrained finite strip method for thin-walled members with arbitrary cross-section: primary modes. Thin-Walled Structures84: 150–169.
5.
ÁdánySSchaferBW (2014b) Generalized constrained finite strip method for thin-walled members with arbitrary cross-section: secondary modes, orthogonality, examples. Thin-Walled Structures84: 123–133.
6.
ÁdánySSchaferBW (2014c) Modal decomposition for thin-walled column and beam members with arbitrary cross-sections. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
7.
ÁdánySKachichianMKövesdiM. (2013) Experimental studies on deep trapezoidal sheeting with perforated webs. Journal of Structural Engineering139(5): 729–739.
8.
AriyanayagamADMahendranM (2014) Numerical modelling of load bearing light gauge steel frame wall systems exposed to realistic design fires. Thin-Walled Structures78: 148–170.
9.
BaiYLinX (2013) Numerical simulation on seismic collapse of thin-walled steel moment frames considering post local buckling behavior. Thin-Walled Structures62: 424–434.
10.
BaldassinoNAccortiMZandoniniR. (2014) Lateral loading response of CFS framed shear wall with cement board panels. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 793–808. Rolla, MO: Missouri University of Science and Technology.
BasagliaCCamotimD (2013) Buckling, postbuckling, strength, and DSM design of cold-formed steel continuous lipped channel beams. Journal of Structural Engineering139(5): 657–668.
13.
BasagliaCCamotimDCodaH (2014a) Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. Thin-Walled Structures81: 78–88.
14.
BasagliaCCamotimDGonçalvesR. (2013) GBT-based assessment of the buckling behaviour of cold-formed steel purlins restrained by sheeting. Thin-Walled Structures72: 217–229.
15.
BasagliaCLandesmannACamotimD (2014b) Distortional post-buckling strength of CFS columns GBT-based assessment of the cross-section geometry influence. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
16.
BebianoRCamotimDGoncalvesR (2014) GBTUL 2.0 − a new/improved version of the GBT-based code for the buckling analysis of cold-formed steel members. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 1–20. Rolla, MO: Missouri University of Science and Technology.
17.
BecqueJLiX (2014) The polarisation method for modal decomposition of buckled shapes. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-S0701).
18.
BernuzziCMaxentiF (2014) European alternatives to design perforated thin-walled cold-formed beam–columns for steel storage systems. Journal of Constructional Steel Research101: 121–136.
19.
BianGBuonopaneSGNgoHH. (2014) Fastener-based computational models with application to cold-formed steel walls. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 825–840. Rolla, MO: Missouri University of Science and Technology.
20.
BolandimEABeckATMaliteM (2013) Bolted connections in cold-formed steel: reliability analysis for rupture in net section. Journal of Structural Engineering139(5): 748–756.
21.
BondokDSalimHSaucierA. (2013) Static resistance function of cold-formed steel stud walls. Thin-Walled Structures62: 177–187.
22.
BruneauLAPhamCHHancockGJ (2014) Experimental study of longitudinally stiffened web channels subjected predominantly to shear. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, November, 5–6 November, pp. 329–344. Rolla, MO: Missouri University of Science and Technology.
23.
BučmysZDaniūnasARasiulisK (2014) Investigation of cold formed steel connections: experimental and numerical analysis of beam to column gusset plate connections. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
24.
BuonopaneSGBianGTunTH. (2014) Computationally efficient fastener-based models of cold-formed steel shear walls with wood sheathing. Journal of Constructional Steel Research101: 137–148.
25.
CamotimDBasagliaC (2014) On the behaviour, failure and direct strength design of thin-walled steel structural systems. Thin-Walled Structures81: 50–66.
26.
CasafontMPastorMMRoureF. (2014) Design of steel storage rack columns via the direct strength method. Journal of Structural Engineering139(5): 669–679.
27.
CasariegoPCasafontMFerrerM. (2014) Experimental tests on trapezoidal steel sheeting – an investigation on the effect of transverse corrugations. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
28.
ChatterjeeAMoenCDArwadeSR. (2014b) System-reliability sensitivity to fastener capacity in cold-formed steel wood-sheathed floor diaphragms. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
29.
ChatterjeeAXiangYMoenCD. (2014) Towards quantifying beneficial system effects in cold-formed steel wood-sheathed floor diaphragms. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 903–918. Rolla, MO: Missouri University of Science and Technology.
30.
ChenWYeJ (2014) Fire resistance prediction of load bearing cold-formed steel walls lined with gypsum composite panels. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 541–556. Rolla, MO: Missouri University of Science and Technology.
31.
ChenWYeJBaiY. (2013) Improved fire resistant performance of load bearing cold-formed steel interior and exterior wall systems. Thin-Walled Structures73: 145–157.
32.
ChengSKimBLiLY (2013) Lateral–torsional buckling of cold-formed channel sections subject to combined compression and bending. Journal of Constructional Steel Research80: 174–180.
33.
ChengSKimBLiLY (2014) Fire performance of cold-formed steel members: buckling behaviour of channel sections under axial and transverse uniform loading. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
34.
ClementsDDATehLH (2013) Active shear planes of bolted connections failing in block shear. Journal of Structural Engineering139(3): 320–327.
35.
CoutoCRealPVLopesN. (2014) Effective width method to account for the local buckling of steel thin plates at elevated temperatures. Thin-Walled Structures84: 134–149.
36.
CraveiroHDRodriguesJPCLaímL (2014) Cold-formed steel columns made with open cross-sections subjected to fire. Thin-Walled Structures85: 1–14.
37.
CrisanAUngureanuVDubinaD (2014a) Calibration of design formula for buckling strength of built-up back-to-back cold-formed steel members in compression. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-0201).
38.
CrisanAUngureanuVDubinaD (2014b) Influence of web members on the in-plane and out-of-plane capacities of steel storage upright frames. Thin-Walled Structures81: 175–184.
39.
DabaonMEllobodyERamzyK (2014) Nonlinear behaviour of built-up cold-formed steel section battened columns. Journal of Constructional Steel Research101: 16–28.
40.
DanilovATusninaO (2014) A comparative analysis of roofings made of sandwich panels. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
41.
DaoTNVan de LindtJW (2013) Seismic performance of an innovative light-frame cold-formed steel frame for midrise construction. Journal of Structural Engineering139(5): 837–848.
42.
De MirandaSGutiérrezAMilettaR. (2013) A generalized beam theory with shear deformation. Thin-Walled Structures66: 88–100.
43.
De MirandaSMelchiondaDMilettaR. (2014) Design of thin-walled members undergoing distortional buckling: a simple EC3-compliant approach based on the GBT. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
44.
Di IlioA (2014) An experimental study on clinched joints realized with different dies. Thin-Walled Structures85: 71–80.
45.
DinisPBYoungBCamotimD (2014a) L-D-G interaction in CFS lipped channel columns: experimental results, numerical simulations and design considerations. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
DinisPBYoungBCamotimD (2014c) Strength, interactive failure and design of web-stiffened lipped channel columns exhibiting distortional buckling. Thin-Walled Structures81: 195–209.
48.
Dolamune KankanamgeNMahendranM (2011) Mechanical properties of cold-formed steels at elevated temperatures. Thin-Walled Structures49(1): 26–44.
49.
DubinaDUngureanuV (2014) Cold-formed steel beams of corrugated web: influence of lateral restraining and economic considerations. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October(ICTWS2014-0210).
50.
DubinaDUngureanuVCrisanA (2013a) Experimental evidence of erosion of critical load in interactive buckling. Journal of Structural Engineering139(5): 705–716.
51.
DubinaDUngureanuVGîliaL (2014) Cold-formed steel beams of corrugated web and built-up section chords. European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
52.
DubinaDUngureanuVLandolfoR (2013b) Design of Cold-formed Steel Structures. Brussels, Belgium: ECCS and Ernst & Sohn (674 pp.).
53.
EkmekyaparTGogusMTOzakaM (2014) Tailoring compression performance of cold-formed steel columns. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 143–156. Rolla, MO: Missouri University of Science and Technology.
54.
EllobodyE (2013) A consistent nonlinear approach for analysing steel, cold-formed steel, stainless steel and composite columns at ambient and fire conditions. Thin-Walled Structures66: 168–187.
55.
EN 1993-1-2 (2005) Eurocode 3: Design of Steel Structures. Part 1.2: general Rules – Structural Fire Design. Brussels: European Committee for Standardization.
56.
EN 1993-1-3 (2006) Eurocode 3: Design of Steel Structures. Part 1.3: General Rules – Supplementary Rules for Cold-formed Members and Sheeting. Brussels: European Committee for Standardization.
57.
FrancoJMSDuarteJSde Miranda BatistaE. (2014) Shape grammar of steel cold-formed sections based on manufacturing rules. Thin-Walled Structures79: 218–232.
58.
FratamicoDCSchaferBW (2014) Numerical studies on the composite action and buckling behavior of built-up cold-formed steel columns. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 213–228. Rolla, MO: Missouri University of Science and Technology.
59.
GaoTMoenCD (2013) Extending the direct strength method for cold-formed steel design to through-fastened simple span girts and purlins with laterally unbraced compression flanges. Journal of Structural Engineering140(6): 04014010.
60.
GeljiBSzedlakMVisyD. (2014) Understanding the global buckling behavior of thin-walled members with slotted web. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 51–66. Rolla, MO: Missouri University of Science and Technology.
61.
GeorgescuMUngureanuV (2014) Stabilisation of continuous Z-purlins by sandwich panels: full scale experimental approach. Thin-Walled Structures81: 242–249.
62.
GilbertBPTehLHBadetRX. (2014) Influence of pallets on the behaviour and design of steel drive-in racks. Journal of Constructional Steel Research97: 10–23.
63.
GunalanSMahendranM (2013a) Development of improved fire design rules for cold-formed steel wall systems. Journal of Constructional Steel Research88: 339–362.
64.
GunalanSMahendranM (2013b) Improved design rules for fixed ended cold-formed steel columns subject to flexural–torsional buckling. Thin-Walled Structures73: 1–17.
65.
GunalanSMahendranM (2014a) Experimental investigation of post-fire mechanical properties of cold-formed steels. Thin-Walled Structures84: 241–254.
66.
GunalanSMahendranM (2014b) Post-fire mechanical properties of cold-formed steels. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
67.
GunalanSMahendranM (2014c) Web crippling tests of cold-formed steel channels under two flange load cases. Journal of Constructional Steel Research101: 1–15.
68.
GunalanSHevaYBMahendranM (2014) Design of cold-formed steel columns at elevated temperatures subject to flexural-torsional buckling. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
69.
GunalanSKolarkarPMahendranM (2013) Experimental study of load bearing cold-formed steel wall systems under fire conditions. Thin-Walled Structures65: 72–92.
70.
GuoYYaoXLiuK (2014) Design method of bending load-carrying for sandwich panels with different metal panel on both sides. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 511–524. Rolla, MO: Missouri University of Science and Technology.
71.
GutierrezRLoureiroAReinosaJM. (2013) Numerical study of purlin joints with sleeve connections. Thin-Walled Structures62: 214–224.
HancockGJPhamCH (2013) Shear buckling of channel sections with simply supported ends using the semi-analytical finite strip method. Thin-Walled Structures71: 72–80.
74.
HancockGJPhamCH (2014a) Buckling analysis of thin-walled sections under localised loading using the semi-analytical finite strip method. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-0703).
75.
HancockGJPhamCH (2014b) Developments in the finite strip buckling analysis of plates and channel sections under localised loading. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 295–310. Rolla, MO: Missouri University of Science and Technology.
76.
HannaMT (2014) Structural performance of steel cold formed sections portal frames. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
77.
HeZZhouX (2014) Strength design curves and an effective width formula for cold-formed steel columns with distortional buckling. Thin-Walled Structures79: 62–70.
78.
HeZZhouXLiuZ. (2014) Post-buckling behaviour and DSM design of web-stiffened lipped channel columns with distortional and local mode interaction. Thin-Walled Structures84: 189–203.
79.
Hernandez-CastilloLAOrtiz-LozanoJAHernandez-MarinM. (2014) Fragility curves for thin-walled cold-formed steel wall frames affected by ground settlements due to land subsidence. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5-6 November, pp. 857–872. Rolla, MO: Missouri University of Science and Technology.
80.
IuorioOMacilloVTerraccianoMT. (2014a) Evaluation of the seismic performance of light gauge steel walls braced with flat straps. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 841–856. Rolla, MO: Missouri University of Science and Technology.
Javaheri-TaftiMRRonaghHRBehnamfarF. (2014) An experimental investigation on the seismic behavior of cold-formed steel walls sheathed by thin steel plates. Thin-Walled Structures80: 66–79.
83.
KalavaguntaSNaganathanSKMustaphaNB (2013) Proposal for design rules of axially loaded CFRP strengthened cold formed lipped channel steel sections. Thin-Walled Structures72: 14–19.
84.
KarakonstantisVBecqueJ (2014) Modal classification and decomposition of instabilities in thin-walled structural members. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-0705).
85.
KeerthanPMahendranM (2013a) Experimental studies of the shear behaviour and strength of lipped channel beams with web openings. Thin-Walled Structures73: 131–144.
86.
KeerthanPMahendranM (2013b) New design rules for the shear strength of LiteSteel beams with web openings. Journal of Structural Engineering139(5): 640–656.
87.
KeerthanPMahendranM (2013c) Suitable stiffening systems for LiteSteel beams with web openings subjected to shear. Journal of Constructional Steel Research80: 412–428.
88.
KeerthanPMahendranM (2014a) Direct strength method based design for hollow flange channel beams subject to web crippling. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-0203).
89.
KeerthanPMahendranM (2014b) Improved shear design rules for lipped channel beams with web openings. Journal of Constructional Steel Research97: 127–142.
90.
KeerthanPMahendranM (2014c) Numerical modelling and design of lipped channel beams subject to shear. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
91.
KeerthanPMahendranM (2014d) Web crippling tests of hollow flange channel beams – end one flange and interior one flange load cases. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
92.
KeerthanPHughesDMahendranM (2014a) Experimental studies of hollow flange channel beams subject to combined bending and shear actions. Thin-Walled Structures77: 129–140.
93.
KeerthanPMahendranMSteauE (2014b) Experimental study of web crippling behaviour of hollow flange channel beams under two flange load cases. Thin-Walled Structures85: 207–219.
94.
KubdePWSangleKK (2014) Determination of load carrying capacity of perforated cold formed steel column using direct strength method. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-S0202).
95.
KujawaMSzymczakC (2014) Numerical and experimental investigation of rotational stiffness of zed-purlins connection with sandwich panels. Thin-Walled Structures75: 43–52.
96.
KulatungaMPMacdonaldM (2013) Investigation of cold-formed steel structural members with perforations of different arrangements subjected to compression loading. Thin-Walled Structures66: 78–87.
97.
KulatungaMPMacdonaldM (2014) The efficient design of cold formed perforated thin-walled steel structural members subjected to compression loading. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October(ICTWS2014-S0207).
98.
KulatungaMPMacdonaldMRhodesJ. (2014) Load capacity of cold-formed column members of lipped channel cross-section with perforations subjected to compression loading – Part I: FE simulation and test results. Thin-Walled Structures80: 1–12.
99.
KumarMVAKalyanaramanV (2014) Distortional buckling of CFS stiffened lipped channel compression members. Journal of Structural Engineering140(12): 04014099.
100.
LaímLRodriguesJPCCraveiroHD (2014a) Numerical modeling and analysis on the flexural behaviour of cold-formed steel beams. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
101.
LaímLRodriguesJPCda SilvaLS (2013) Experimental and numerical analysis on the structural behaviour of cold-formed steel beams. Thin-Walled Structures72: 1–13.
102.
LaímLRodriguesJPCda SilvaLS (2014b) Experimental analysis on cold-formed steel beams subjected to fire. Thin-Walled Structures74: 104–117.
103.
LambiaseFDi IlioA (2014) An experimental study on clinched joints realized with different dies. Thin-Walled Structures85: 71–80.
104.
LandesmannACamotimD (2013) On the direct strength method (DSM) design of cold-formed steel columns against distortional failure. Thin-Walled Structures66: 168–187.
105.
LawsonRMPopo-OlaS (2013) Load capacity of continuous decking based on small-scale tests. Thin-Walled Structures69: 79–90.
106.
LengJLiZGuestJK. (2014) Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints. Thin-Walled Structures85: 271–290.
107.
LiYLiYSongY (2014a) Experimental investigation on ultimate capacity of eccentrically-compressed cold-formed beam-columns with lipped channel sections. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 393–406. Rolla, MO: Missouri University of Science and Technology.
108.
LiYLiYWangS. (2014b) Ultimate load-carrying capacity of cold-formed thin-walled columns with built-up box and I section under axial compression. Thin-Walled Structures79: 202–217.
109.
LiYMaRShenZ (2014c) Numerical simulation on dynamic behavior of a cold-formed steel framing building test model. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 873–886. Rolla, MO: Missouri University of Science and Technology.
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LiYShenZYaoX. (2013) Experimental investigation and design method research on low-rise cold-formed thin-walled steel framing buildings. Journal of Structural Engineering139(5): 818–836.
111.
LiYXuZLiY. (2014d) Investigation on seismic performance of cold-formed steel portal frames. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 633–642. Rolla, MO: Missouri University of Science and Technology.
112.
LiZAbreuJCBLengJ. (2014e) Review: constrained finite strip method developments and applications in cold-formed steel design. Thin-Walled Structures81: 2–18.
113.
LimJBPHancockGJCliftonGC. (2014) Direct strength method for ultimate strength of bolted moment-connections between cold-formed steel channel members. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 729–744. Rolla, MO: Missouri University of Science and Technology.
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LinSHPanCLHsuWT (2014) Monotonic and cyclic loading tests for cold-formed steel wall frames sheathed with calcium silicate board. Thin-Walled Structures74: 48–49.
115.
LiuJXuLFoxS (2014) Structural strength of lapped cold-formed steel Z-shaped purlin connections with vertical slotted holes. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 697–712. Rolla, MO: Missouri University of Science and Technology.
116.
LoughlanJYidrisN (2014) The local–overall flexural interaction of fixed-ended plain channel columns and the influence on behaviour of local conditions at the constituent plate ends. Thin-Walled Structures81: 132–137.
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LoureiroACalvoR (2014) Experimental results of a completed Z-purlings system. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
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ŁukowiczAUrbanska-GalewskaE (2014) Deformations of innovative cold-formed ‘GEB’ sections. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
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MacdonaldMKulatungaMP (2014) The effects of end conditions on the load capacity of cold-formed steel column members of lipped channel cross-section with perforations subjected to compression loading. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, November, pp. 129–142.
MartinsADDinisPBCamotimD. (2014a) Local-distortional interaction in web-stiffened LC columns: post-buckling behaviour, strength and DSM design. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
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MartinsADDinisPBCamotimD. (2014b) On the influence of local-distortional interaction in the behavior and design of cold-formed steel web-stiffened lipped channel columns. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 171–192. Rolla, MO: Missouri University of Science and Technology.
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MoenCDSchudlichAvon der HeydenA (2013) Experiments on cold-formed steel C-section joists with unstiffened web holes. Journal of Structural Engineering139(5): 695–704.
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MoharramiMLouhghalamATootkaboniM (2014) Optimal folding of cold formed steel cross sections under compression. Thin-Walled Structures76: 145–156.
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MuchaJWitkowskiW (2014) The clinching joints strength analysis in the aspects of changes in the forming technology and load conditions. Thin-Walled Structures82: 55–66.
128.
NatárioPSilvestreNCamotimD (2014a) Computational modelling of flange crushing in cold-formed steel sections. Thin-Walled Structures84: 393–405.
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NatárioPSilvestreNCamotimD (2014b) Web crippling failure using quasi-static FE models. Thin-Walled Structures84: 34–49.
130.
NedelcuMCrisanAUngureanuV. (2014) Analysis of storage rack members by using GBT and shell FEA. In: 7th international conference on thin-walled structures, Busan, Korea, 28 September–2 October (ICTWS2014-S0208).
131.
NguyenVBEnglishMACastellucciMA (2014) Finite element analysis of cold-formed dimpled steel columns. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 115–128. Rolla, MO: Missouri University of Science and Technology.
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OstwaldMRodakM (2013) Multicriteria optimization of cold-formed thin-walled beams with generalized open shape under different loads. Thin-Walled Structures65: 26–33.
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OzakiFKawaiYKannoR. (2013) Damage-control systems using replaceable energy-dissipating steel fuses for cold-formed steel structures: seismic behavior by shake table tests. Journal of Structural Engineering139(5): 787–795.
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PaczosP (2014) Experimental investigation of C-beams with non-standard flanges. Journal of Constructional Steel Research93: 77–87.
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Padilla-LlanoDAMoenCDEathertonMR (2014a) Cyclic axial response and energy dissipation of cold-formed steel framing members. Thin-Walled Structures78: 95–107.
136.
Padilla-LlanoDAMoenCDEathertonMR (2014b) Local buckling hysteretic nonlinear models for cold-formed steel axial members. In: 22nd international specialty conference on cold-formed steel design and construction, St Louis, MO, 5–6 November, pp. 919–929. Rolla, MO: Missouri University of Science and Technology.
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Padilla-LlanoDAMoenCDEathertonMR. (2014c) Cyclic flexural hysteretic models for cold-formed steel seismic simulation. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
138.
PaliTIuorioOMacilloV. (2014) Seismic behaviour of ‘all-steel’ CFS structures: experimental Tests. In: European conference on steel and composite structures, Eurosteel, 10–12 September, Naples.
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PetermanKDSchaferBW (2014) Sheathed cold-formed steel studs under axial and lateral load. Journal of Structural Engineering140(10): 04014074.
140.
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