ISTS Kurobane lecture Life extension of fixed platformsN. Zettlemoyer Bolted joints Behaviour of I beam—SHS column steel joints with hollo-bolts: An experimental study A.C.B. Mesquita, L.A.P. Simões da Silva & S. Jordão Static resistance of bolted circular flange joints under tensile force M. Couchaux, M. Hjiaj & I. Ryan Joint rotation behaviour of bolted endplate connections to flowdrilled RHS columns A.Y. Park & Y.C. Wang Validation of an FE model for an experimental blind-bolted moment-resisting connection to concrete filled hollow section A. Al-Mughairi, W. Tizani & J.S. Owen Study on the initial stiffness of blind bolted T-stub connections Z.Y. Wang, W. Tizani & Q.Y. Wang Static strength of joints Improving the ductility of welded connections in rectangular hollow sections L.H. Teh & G.J. Hancock Evaluation of numerical investigations on static behaviour of slender RHS K-gap jointsO. Fleischer, R. Puthli & J. Wardenier Elastic axial rigidity formula for multi-planar CHS X-joints and its effect on the behavior of single layer ribbed domesL.J. Jia & Y.Y. Chen Strength of RHS K-joints in brace members with holes required for truss hot-dip galvanizing C. López-Colina, M.A. Serrano-López, J.J. Del Coz-Díaz, G. Iglesias-Toquero & J. González-Martínez Static behaviour of complicated multi-planar tubular joints—A case study in Guangdong Science Center Y.B. Shao, Y.F. Jin, J.C. Zhang, Z.H. Qiu, S.P. Chiew & S.T. Lie Strengthening T-joints in thin-walled tubular structuresA. Shaat, J. Aguilera & A. Fam Seismic Cyclic test and analysis on CHS stiffened connections to box section girders with different detailsW. Wang, Y.Y. Chen & B.D. Zhao Experimental study on overlapped CHS K-joints under cyclic loadingX.Z. Zhao, X.B. Xu & Y.Y. Chen Seismic performance evaluation of steel tubular columns under cyclic bidirectional loadingI.H.P. Mamaghani Cyclic elastoplastic analysis of steel tubular bracesI.H.P. Mamaghani Crack damage of multi-story CFT frame under strong ground motionK. Goto & M. Saisho Numerical study on displacement response of electric truss-columns under earthquake loadsL. Wang, J.H. Zhu, A.Z. Zhu & H.P. Zhu Behavior of external diaphragm connection of CHS column with H-shaped beamsW.N. Sui & Y.Y. Chen Cyclic testing of hollow structural sections for seismic applications in low to mid-rise moment framesJ. McCormick, M. Fadden & J. Buison Stability Buckling analysis of cold-formed RHS frames using Generalised Beam TheoryC. Basaglia & D. Camotim Eccentric cleat plate connections in hollow section members in compressionT. Wilkinson, D. Stock & A. Hastie Bearing capacity of hollow flange beams with web penetrationsT. Wilkinson, M. Judd, M. Popplewell & J. Salhini Local buckling limits of tubular sections in bending and compressionA.M. Gresnigt, C.A. Willemse & S.A. Karamanos Buckling response of submarine pipelines under combined tension and bendingS.F. Gong, H. Deng, L. Yuan & W.L. Jin Stainless steel & aluminium Column tests of concrete-filled aluminium tubular sectionsF. Zhou & B. Young Analytical solution for residual stresses in cold-formed stainless steel circular hollow sections due to cold bendingW.M. Quach & C. Cai Recent research on stainless steel tubular structuresL. Gardner Compression resistance of aluminium stub columns using Continuous Strength MethodM. Ashraf & B. Young Residual stress pattern of stainless steel SHSM. Jandera & J. Machacek Effects of different adhesive and FRP on strengthening of stainless steel tubular structural members S.M.Z. Islam & B. Young Oval hollow sections Numerical study on the ultimate strength of elliptical stub columns N. Silvestre & L. Gardner Slenderness limits for EHS and OHS subject to bending using the RHS approach X.L. Zhao, A. Kernot, J.A. Packer & T. Haque Biaxial bending and compression of elliptical hollow sections T.M. Chan, J.M. Abela & L. Gardner Instabilities in elliptical hollow section members K.H. Law & L. Gardner Numerical modelling of concrete-filled stainless steel elliptical hollow sections D. Lam & X. Dai Experimental studies of elliptical concrete-filled tube columns N. Jamaluddin, D. Lam & J. Ye Compression members of cold-formed steel oval hollow sections J.H. Zhu & B. Young Applications & case studies PREON—The flexible standard in hall construction O. Josat Glazed atrium roof shopping center Cotroceni Park, Bucharest M. Eekhout, N. Eekhout, L. Weber & M. Venhuizen Structural design of the Spanish Pavilion for the Expo 2010 in Shanghai J. Martínez Calzón, C. Castañón Jiménez, J.M. Ding, X. Zhao & H.H. Sun Manufacture and construction of the Spanish Pavilion for the Expo 2010 in Shanghai M.Y. Fang, J. Martínez Calzón & C. Castañón Jiménez The architecture of tubular footbridges L.J. Sanz Balduz, J.L. Abadía, J.R. León, M. Bolea, J. Arruga & M. Rivera Diversity of design for welded joints of hollow profiles in shell structures J. Müglitz & C. Seidel Specification & code development Enhanced proof strength after cold process of fabrication of non-linear metallic profiles—Comparison of two predictive models for hollow sectionsB. Rossi & J.P. Jaspart Background of the new RHS joint strength equations in the IIW (2009) recommendationsJ. Wardenier, G.J. van der Vegte, J.A. Packer & X.L. Zhao Production standards for cold-formed hollow structural sectionsJ.A. Packer & S.P. Chiew Design tools for hollow section joints K. Weynand, J. Kuck, R. Oerder, S. Herion, O. Fleischer, O. Josat & M. Schneider Material properties of cold formed tubular sections with high yield strength steelsK. Ochi Structural integrity Study of the damage on tubular steel structure after 30 years in serviceÅ. Petersen, P. Decosemaeker & M. Lefranc Modern design method using NIDA for scaffolding systemsY.P. Liu & S.L. Chan Structural integrity assessment of tubular structures containing weld defectsS. Cicero, R. Lacalle & R. Cicero Fitness for service assessment of tubular structures using the FITNET FFS ProcedureS. Cicero, F. Gutiérrez-Solana & R. Cicero Application of Small Punch Test for the characterization of welded joints of tubular structuresR. Lacalle, S. Cicero, J.A. Álvarez, B. Arroyo & F. Gutiérrez-Solana Fatigue & fracture Fatigue performance of enhanced partial joint penetration welds for tubular jointsP. Marshall, X. Qian & Y. Petchdemaneengam New S-N curves for details in bridges with steel truss tubular superstructureA. Nussbaumer, S. Herion, M. Veselcic & R. Dietrich Comparison of approaches for fatigue design of different tubular joint typesF.R. Mashiri, X.L. Zhao, Z. Xiao, P. Dong & L.W. Tong Fatigue strength of truss girders made of Very High Strength SteelR.J.M. Pijpers & M.H. Kolstein Failure assessment of a cracked circular hollow section T-joint including the effect of crack-front constraintsX. Qian, Z. Ou & S. Swaddiwudhipong Assessment of brittle fracture from defects using toughness scaling modelT. Iwashita & K. Azuma Experimental investigation on stress concentration factors for diamond bird beak T-jointsL.W. Tong, D.Q. Yan, Y.Q. Liu & X.L. Zhao Fatigue resistant truss connections with thick walled chords I. Mangerig, R. Wagner & N. Romen Fatigue behavior of welded CHS joints of large dimensions I. Mangerig, N. Romen & R. Wagner Design and fatigue assessment of a stingerN. Ermolaeva, Y. Yu & L. Zhao Influence of welding residual stresses on stable crack growth in tubular K-joints under compressive fatigue loadingsC. Acevedo & A. Nussbaumer Crane runways made of hot-rolled mannesmann steel hollow (MSH) sections S. Herion, O. Josat, C. Dittmann, P. Sunder, O. Fleischer & J. Dechent Numerical and experimental plastic collapse loads and CTODs of a cracked square hollow section (SHS) K-jointS.T. Lie, B.F. Zhang, T. Li & Z.M. Yang Composite
