16. REFERENCES AISC, 2005: Specification for structural steel buildings. ANSI/AISC 360-05, American Institute of Steel Construction, Chicago, USA. AISC, 2010: Specification for structural steel buildings. ANSI/AISC 360-10, American Institute of Steel Construction, Chicago, USA. Akiyama, N., Yayima, M., Akiyama, H., & Otake, F., 1974: Experimental study on strength of joints in steel tubular structures. Journal of Society of Steel Construction, JSSC, Vol. 10, No. 102, pp. 37-68, (in Japanese). API, 2007: Recommended practice for planning, designing and constructing fixed offshore platforms – Working st stress design. API RP 2A, 21 Edition, Suppl 3, American Petroleum Institute, Dallas, USA. Aribert, J.M., Ammari, F., & Lachal, A., 1988: Influence du mode d'application d'une charge de compression locale sur la résistance plastique de l'âme d'un profilé cas des assemblages tubulaires. Construction Métallique No. 2, pp. 3-30. Baar, S., 1968: Etude théorique et expérimentale du déversement des poutres à membrures tubulaires. Collection des publications de la Faculté des Sciences Appliquées de Université de Liège, No. 10, Liège, Belgium. Bergmann, R., Matsui, C., Meinsma, C., & Dutta, D., 1995: Design guide for concrete filled hollow section columns under static and seismic loading. CIDECT Series "Construction with hollow steel sections" No. 5, Verlag TÜV Rheinland, Köln, Germany, ISBN 3-8249-0298-2. Birkemoe, P.C., & Packer, J.A., 1986: Ultimate strength design of bolted tubular tension connections. Proceedings Conference on Steel Structures – Recent Research Advances and their Applications to Design, Budva, Yugoslavia, pp. 153-168. Björk, T., Marquis, G., Kemppainen, R., & Ilvonen, R., 2003: The capacity of cold-formed rectangular hollow th section K gap joints. Proceedings 10 International Symposium on Tubular Structures, Madrid, Spain, Tubular Structures X, Swets & Zeitlinger, Lisse, The Netherlands, pp. 227-234. Björk, T., 2005: Ductility and ultimate strength of cold-formed rectangular hollow section joints at subzero temperatures. Ph.D. Thesis, Lappeenranta University of Technology, Lappeenranta, Finland. Bolt, H.M., & Billington, C.J., 2000: Results from ultimate load tests on 3D jacket-type structures. Proceedings Offshore Technology Conference, OTC 11941, Houston, USA. Bortolotti, E., Jaspart, J.-P., Pietrapertosa, C., Nicaud, G., Petitjean, P.D., Grimmault, J.P., & Michard, L., 2003: th Testing and modelling of welded joints between elliptical hollow sections. Proceedings 10 International Symposium on Tubular Structures, Madrid, Spain, Tubular Structures X, Swets & Zeitlinger, Lisse, The Netherlands, pp. 259-264. Bouwkamp, J.G., 1964: Concept of tubular-joint design. Journal of the Structural Division, American Society of Civil Engineers, Vol. 90, No. ST2, pp. 77-101. Bouwman, L.P., 1982: Bolted connections dynamically loaded in tension. Journal of the Structural Division, American Society of Civil Engineers, Vol. 108, No. 9, pp. 2117-2129. British Steel, 1996: Flowdrill jointing system. CIDECT Project 6F Final Reports 6F-13A/96 and 6F-13B/96, British Steel Tubes & Pipes, Corby, UK.

209

Brodka, J., 1968: Stahlrohrkonstruktionen. Verlagsgesellschaft Rüdolf Müller, Köln-Braunsfeld, Germany, ISBN 978-3481109912. Cao, J., & Packer, J.A., 1997: Design of tension circular flange joints in tubular structures. Engineering Journal, American Institute of Steel Construction, Vol. 34, First Quarter, pp. 17-25. CEN/TC 250/SC 3-N 1729, 2010: Choice of steel material to avoid brittle fracture for hollow section structures. Report prepared for amending EN 1993-1-10. Rev. 4, CEN/TC 250 – CIDECT - Liaison, Aachen, Germany. Chan, T.M., & Gardner, L., 2008: Bending strength of hot-rolled elliptical hollow sections. Journal of Constructional Steel Research, Vol. 64, Issue 9, pp. 971-986. Chen, Y., Liu, D.K., & Wardenier, J., 2005: Design recommendations for RHS-K joints with 100% overlap. th Proceedings 15 International Offshore and Polar Engineering Conference, Seoul, Korea, Vol. IV, pp. 300-307. Choo, Y.S., Liang, J.X., & Lim, L.V., 2003: Static strength of elliptical hollow section X-joint under brace compression. Proceedings 10th International Symposium on Tubular Structures, Madrid, Spain, Tubular Structures X, Swets & Zeitlinger, Lisse, The Netherlands, pp. 253-258. Choo, Y.S., Liang, J.X., & Vegte, G.J. van der, 2004: An effective external reinforcement scheme for circular hollow section joints. Proceedings ECCS-AISC Workshop "Connections in Steel Structures V", Bouwen met Staal, Zoetermeer, The Netherlands, pp. 423-432. Choo, Y.S., Qian, X.D., & Foo, K.S., 2005a: Nonlinear analysis of tubular space frame incorporating joint th stiffness and strength. Proceedings 10 International Conference on Jack-up Platform Design, Construction and Operation, City University, London, UK. Choo, Y.S., Vegte, G.J. van der, Zettlemoyer, N., Li, B.H., & Liew, J.Y.R., 2005b: Static strength of T joints reinforced with doubler or collar plates - I: Experimental investigations. Journal of Structural Engineering, American Society of Civil Engineers, USA, Vol. 131, No. 1, pp. 119-128. CIDECT, 1984: Construction with hollow steel sections. British Steel Plc., Corby, Northants, UK, ISBN 09510062-0-7. CSA, 2009: Design of steel structures. CSA-S16-09, Canadian Standards Association, Toronto, Canada. Davies, G., & Crockett, P., 1994: Effect of the hidden weld on RHS partial overlap K joint capacity. Proceedings th 6 International Symposium on Tubular Structures, Melbourne, Australia, Tubular Structures VI, Balkema, Rotterdam, The Netherlands, pp. 573-579. Deutscher Dampfkesselausschuß, 1975: Glatte Vierkantrohre und Teilkammern unter innerem Überdruck. Technische Regeln für Dampfkessel (TRD 320), Vereinigung der Technischen Überwachungsvereine e.V., Essen, Germany. Dexter, E.M., & Lee, M.M.K., 1998: Effect of overlap on the behaviour of axially loaded CHS K-joints. th Proceedings 8 International Symposium on Tubular Structures, Singapore, Tubular Structures VIII, Balkema, Rotterdam, The Netherlands, pp. 249-258. Dier, A.F., & Lalani, M., 1998: New code formulations for tubular joint static strength. Proceedings 8th International Symposium on Tubular Structures, Singapore, Tubular Structures VIII, Balkema, Rotterdam, The Netherlands, pp. 107-116. Dier, A.F., 2005: Tubular joint technology for offshore structures. International Journal of Steel Structures, Vol. 5, No. 5, pp. 495-502.

210

Dutta, D., Wardenier, J., Yeomans, N., Sakae, K., Bucak, Ö., & Packer, J.A., 1998: Design guide for fabrication, assembly and erection of hollow section structures. CIDECT Series "Construction with hollow steel sections" No. 7, TÜV-Verlag, Köln, Germany, ISBN 3-8249-0443-8. Dutta, D., 2002: Structures with hollow sections. Wiley-VCH Verlag GmbH, Berlin, Germany, ISBN 978-3-43301458-5, (also available in German). st Eekhout, M., 1996: Tubular structures in architecture. 1 Edition, Delft University of Technology, Delft, The Netherlands, CIDECT.

Eekhout, M., 2010: Tubular structures in architecture. 2nd Edition, Delft University of Technology, Delft, The Netherlands, CIDECT. Efthymiou, M., 1988: Development of SCF formulae and generalised influence functions for use in fatigue analysis. Proceedings Offshore Tubular Joints Conference, Surrey, UK. EN 1990, 2002: Eurocode − Basis of structural design. European Committee for Standardization, Brussels, Belgium. EN 1992-1-1, 2004: Eurocode 2: Design of concrete structures − Part 1-1: General rules and rules for buildings. European Committee for Standardization, Brussels, Belgium. EN 1993-1-1, 2005: Eurocode 3: Design of steel structures − Part 1-1: General rules and rules for buildings. European Committee for Standardization, Brussels, Belgium. EN 1993-1-2, 2005: Eurocode 3: Design of steel structures − Part 1-2: General rules - Structural fire design. European Committee for Standardization, Brussels, Belgium. EN 1993-1-8, 2005: Eurocode 3: Design of steel structures − Part 1-8: Design of joints. European Committee for Standardization, Brussels, Belgium. EN 1993-1-9, 2005: Eurocode 3: Design of steel structures − Part 1-9: Fatigue. European Committee for Standardization, Brussels, Belgium. EN 1993-1-10, 2005: Eurocode 3: Design of steel structures − Part 1-10: Material toughness and throughthickness properties. European Committee for Standardization, Brussels, Belgium. EN 1993-1-12, 2007: Eurocode 3: Design of steel structures − Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S700. European Committee for Standardization, Brussels, Belgium. EN 1994-1-1, 2004: Eurocode 4: Design of composite steel and concrete structures – Part 1-1: General rules and rules for buildings. European Committee for Standardization, Brussels, Belgium. EN 1994-1-2, 2005: Eurocode 4: Design of composite steel and concrete structures – Part 1-2: General rules Structural fire design. European Committee for Standardization, Brussels, Belgium. EN 10210-1, 2006: Hot finished structural hollow sections of non-alloy and fine grain steels – Part 1: Technical delivery conditions. European Committee for Standardization, Brussels, Belgium. EN 10210-2, 2006: Hot finished structural hollow sections of non-alloy and fine grain steels – Part 2: Tolerances, dimensions and sectional properties. European Committee for Standardization, Brussels, Belgium. EN 10219-1, 2006: Cold formed welded structural hollow sections of non-alloy and fine grain steels – Part 1: Technical delivery conditions. European Committee for Standardization, Brussels, Belgium.

211

EN 10219-2, 2006: Cold formed welded structural hollow sections of non-alloy and fine grain steels – Part 2: Tolerances, dimensions and sectional properties. European Committee for Standardization, Brussels, Belgium. Fleischer, O., & Puthli, R., 2008: Extending existing design rules in EN 1993-1-8 (2005) for gapped RHS Kjoints for maximum chord slenderness (b0/t0) of 35 to 50 and gap size g to as low as 4t0. Proceedings 12th International Symposium on Tubular Structures, Shanghai, China, Tubular Structures XII, Taylor & Francis Group, London, UK, pp. 293-301. Frater, G.S., & Packer, J.A., 1990: Design of fillet weldments for hollow structural section trusses. CIDECT Report 5AN/2-90/7, University of Toronto, Toronto, Canada. Grandjean, G., Grimault, J.-P., & Petit, L., 1980: Détermination de la durée au feu des profiles creux remplis de béton. Cometube, Paris, France, (also published as ECSC Report No. 7210-SA/302). Guiaux, P., & Janss, J., 1970: Comportement au flambement de colonnes constituées de tubes en acier remplis de béton. Centre de Recherches Scientifiques et Techniques de l'Industrie des Fabrications Métalliques, MT 65, Brussels, Belgium. Herion, S., 1994: Räumliche K-Knoten aus Rechteck-Hohlprofilen. Ph.D. Thesis, University of Karlsruhe, Karlsruhe, Germany. Hoadley, P.W., & Yura, J.A., 1985: Ultimate strength of tubular joints subjected to combined loads. Proceedings Offshore Technology Conference, OTC 4854, Houston, USA. Hönig, O., Klingsch, W., & Witte, H., 1985: Baulicher Brandschutz durch wassergefüllte Stützen in Rahmentragwerken (Fire resistance of water filled columns). Research Report, Studiengesellschaft für Stahlanwendung e.V., Forschungsbericht p. 86/4.5, Düsseldorf, Germany. Igarashi, S., Wakiyama, K., lnoue, K., Matsumoto, T., & Murase, Y., 1985: Limit design of high strength bolted tube flange joint – Parts 1 and 2. Journal of Structural and Construction Engineering, Transactions of AIJ, Department of Architecture Reports, Osaka University, Osaka, Japan. IISI, 1997: Innovation in steel – Bridges around the world. International Iron and Steel Institute. nd IIW, 1989: Design recommendations for hollow section joints – Predominantly statically loaded. 2 Edition, International Institute of Welding, Sub-commission XV-E, Annual Assembly, Helsinki, Finland, IIW Doc. XV701-89.

IIW, 1999: Recommended fatigue design procedure for welded hollow section joints, Part 1: Recommendations and Part 2: Commentary. International Institute of Welding, Sub-commission XV-E, IIW Docs. XV-1035-99/XIII1804-99. IIW, 2008: Recommendations for fatigue design of welded joints and components. International Institute of Welding, IIW Docs. IIW-1823-07/XIII-2151r4-07/XV-1254r4-07. rd IIW, 2009: Static design procedure for welded hollow section joints – Recommendations. 3 Edition, International Institute of Welding, Sub-commission XV-E, Annual Assembly, Singapore, IIW Doc. XV-1329-09.

ISO 657-14, 2000: Hot-rolled steel sections – Part 14: Hot-finished structural hollow sections – Dimensions and sectional properties. International Organization for Standardization, Geneva, Switzerland. ISO 834-1, 1999: Fire resistance tests – Elements of building construction – Part 1: General requirements. International Organization for Standardization, Geneva, Switzerland.

212

ISO 4019, 2001: Structural steels – Cold-formed, welded, structural hollow sections – Dimensions and sectional properties. International Organization for Standardization, Geneva, Switzerland. ISO 19902, 2007: Petroleum and natural gas industries – Fixed steel offshore structures. International Organization for Standardization, Geneva, Switzerland. Jamm, W., 1951: Form strength of welded tubular connections and tubular structures under static loading. (Translation from German). Schweissen und Schneiden, Vol. 3, Germany. th Kaim, P., 2006: Buckling of members with rectangular hollow sections. Proceedings 11 International Symposium on Tubular Structures, Quebec City, Canada, Tubular Structures XI, Taylor & Francis Group, London, UK, pp. 443-449.

Kamba, T., & Tabuchi, M., 1994: Database for tubular column to beam connections in moment resisting frames. IIW Doc. XV-E-94-208, Dept. of Architecture, Kobe University, Kobe, Japan. Kato, B., & Hirose, A., 1984: Bolted tension flanges joining circular hollow section members. CIDECT Report 8C-84/24-E. Kitipornchai, S., & Traves, W.H., 1989: Welded tee end connections for circular hollow tubes. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 115, No. 12, pp. 3155-3170. Koning, C.H.M. de, & Wardenier, J., 1979: Tests on welded joints in complete girders made of square hollow sections. Stevin Report 6-79-4, Delft University of Technology, Delft, The Netherlands. Korol, R.M., El-Zanaty, M., & Brady, F.J., 1977: Unequal width connections of square hollow sections in Vierendeel trusses. Canadian Journal of Civil Engineering, Vol. 4, No. 2, pp. 190-201. Kosteski, N., & Packer, J.A., 2003: Longitudinal plate and through plate-to-HSS welded connections. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 129, No. 4, pp. 478-486. Kosteski, N., Packer, J.A., & Puthli, R.S., 2003: Notch toughness of cold formed hollow sections. CIDECT Report 1B-2/03. University of Toronto, Toronto, Canada. Kühn, B., 2005: Beitrag zur Vereinheitlichung der Europäischen Regelungen zur Vermeidung von Sprödbruch. Ph.D. Thesis, RWTH Aachen, Aachen, Germany. Kurobane, Y., 1981: New developments and practices in tubular joint design (+ Addendum). International Institute of Welding, Annual Assembly, Oporto, Portugal, IIW Doc. XV-488-81. Kurobane, Y., Packer, J.A., Wardenier, J., & Yeomans, N., 2004: Design guide for structural hollow section column connections. CIDECT Series "Construction with hollow steel sections" No. 9, TÜV-Verlag, Köln, Germany, ISBN 3-8249-0802-6. Lind, N.C., & Shroff, D.K., 1971: Utilization of cold work in light gage steel. Proceedings 1 Conference on Cold-Formed Steel Structures, University of Missouri, Rolla, USA, pp. 10-13.

st

Specialty

Liu, D.K., Yu, Y., & Wardenier, J., 1998: Effect of boundary conditions and chord preload on the strength of RHS uniplanar gap K-joints. Proceedings 8th International Symposium on Tubular Structures, Singapore, Tubular Structures VIII, Balkema, Rotterdam, The Netherlands, pp. 223-230. Liu, D.K., & Wardenier, J., 2001: Multiplanar influence on the strength of RHS multiplanar gap KK joints. Proceedings 9th lnternational Symposium on Tubular Structures, Düsseldorf, Germany, Tubular Structures IX, Swets & Zeitlinger, Lisse, The Netherlands, pp. 203-212.

213

Liu, D.K., & Wardenier, J., 2003: The strength of multiplanar KK-joints of square hollow sections. Proceedings 10th International Symposium on Tubular Structures, Madrid, Spain, Tubular Structures X, Swets & Zeitlinger, Lisse, The Netherlands, pp. 197-205. Liu, D.K., & Wardenier, J., 2004: Effect of the yield strength on the static strength of uniplanar K-joints in RHS (steel grades S460, S355 and S235). IIW Doc. XV-E-04-293, Delft University of Technology, Delft, The Netherlands. Liu, D.K., Chen, Y., & Wardenier, J., 2005: Design recommendations for RHS-K joints with 50% overlap. th Proceedings 15 International Offshore and Polar Engineering Conference, Seoul, Korea, Vol. IV, pp. 308-315. Liu, D.K., & Wardenier, J., 2006: Effect of chord loads on the strength of RHS uniplanar gap K-joints. Proceedings.11th International Symposium on Tubular Structures, Quebec City, Canada, Tubular Structures XI, Taylor & Francis Group, London, UK, pp. 539-544. Lu, L.H., Winkel, G.D. de, Yu, Y., & Wardenier, J., 1994: Deformation limit for the ultimate strength of hollow section joints. Proceedings 6th International Symposium on Tubular Structures, Melbourne, Australia, Tubular Structures VI, Balkema, Rotterdam, The Netherlands, pp. 341-347. Lu, L.H., 1997: The static strength of I-beam to rectangular hollow section column connections. Ph.D. Thesis, Delft University of Technology, Delft, The Netherlands. Makino, Y., Kurobane, Y., Paul, J.C., Orita, Y., & Hiraishi, K., 1991: Ultimate capacity of gusset plate-to-tube th joints under axial and in plane bending loads. Proceedings 4 International Symposium on Tubular Structures, Delft, The Netherlands, Delft University Press, Delft, The Netherlands, pp. 424-434. Makino, Y., Kurobane, Y., Ochi, K., Vegte, G.J. van der, & Wilmshurst, S.R., 1996: Database of test and numerical analysis results for unstiffened tubular joints. IIW Doc. XV-E-96-220, Kumamoto University, Kumamoto, Japan. Mang, F., & Bucak, Ö., 1983: Hohlprofilkonstruktionen. Stahlbau-Handbuch, Bd. I, Stahlbau-Verlag, Köln, Germany. Mang, F., Bucak, Ö., & Wolfmuller, F., 1983: The development of recommendations for the design of welded joints between steel structural hollow sections (T- and X-type joints). Final Report on ECSC Agreement 7210 SA/l 09 and CIDECT Programme 5AD, University of Karlsruhe, Karlsruhe, Germany. Marshall, J., 1971: Torsional behaviour of structural rectangular hollow sections. The Structural Engineer, The Institution of Structural Engineers, London, UK, Vol. 49, Issue 8, pp. 375-379. Marshall, P.W., & Toprac, A.A., 1974: Basis for tubular joint design. Welding Journal, Vol. 53, No. 5, pp. 192201, (also ASCE preprint no. 2008, April 1973). nd

Marshall, P.W., 1984: Connections for welded tubular structures. IIW Houdremont Lecture, Proceedings 2 International Conference on Welding of Tubular Structures, Boston, USA. Pergamon Press, Oxford, UK, pp. 154. Marshall, P.W., 1992: Design of welded tubular connections. Elsevier, Amsterdam, The Netherlands.

Marshall, P.W., 2004: Review of tubular joint criteria. Proceedings ECCS-AISC Workshop "Connections in Steel Structures V", Bouwen met Staal, Zoetermeer, The Netherlands, pp. 457-467. Marshall, P.W., 2006: Punching shear and hot spot stress - Back to the future? Kurobane Lecture, Proceedings th 11 International Symposium on Tubular Structures, Quebec City, Canada, Tubular Structures XI, Taylor & Francis Group, London, UK, pp. 287-299. 214

Martinez-Saucedo, G., Packer, J.A., & Zhao, X.-L., 2008: Static design of elliptical hollow section endconnections. Proceedings Institution of Civil Engineers, Structures & Buildings 161, Issue SB2, pp. 103-113. Mashiri, F.R., Zhao, X.-L., Hirt, M., & Nussbaumer, A., 2007: Size effect of welded thin-walled tubular joints. International Journal of Structural Stability and Dynamics, Vol. 7, No. 1, pp. 101-127. Mouty, J., 1981: Effective lengths of lattice girder members. CIDECT Monograph No. 4, CIDECT. Natarajan, M., & Toprac, A.A., 1968: Studies on tubular joints in Japan: Review of research reports. Structures Fatigue Research Laboratory, The University of Texas, Austin, USA. Natarajan, M., & Toprac, A.A., 1969: Studies on tubular joints in USA: Review of research reports. Structures Fatigue Research Laboratory, The University of Texas, Austin, USA. Noordhoek, C., Wardenier, J., & Dutta, D., 1980: The fatigue behaviour of welded joints in square hollow sections – Part 2: Analysis. Stevin Report 6-80-4, TNO-IBBC Report BI-80-10/0063.4.3821, Delft University of Technology, Delft, The Netherlands. Ono, T., Iwata, M., & Ishida, K., 1991: An experimental study on joints of new truss system using rectangular hollow sections. Proceedings 4th International Symposium on Tubular Structures, Delft, The Netherlands, Delft University Press, Delft, The Netherlands, pp. 344-353. Packer, J.A., 1978: Theoretical behaviour and analysis of welded steel joints with RHS chord sections. Ph.D. Thesis, University of Nottingham, Nottingham, UK. Packer, J.A., & Haleem, A.S., 1981: Ultimate strength formulae for statically loaded welded HSS joints in lattice girders with RHS chords. Proceedings Canadian Society for Civil Engineering, Annual Conference, Fredericton, Canada, Vol. 1, pp. 331-343. Packer, J.A., Bruno, L., & Birkemoe, P.C., 1989: Limit analysis of bolted RHS flange plate joints. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 115, No. 9, pp. 2226-2242. Packer, J.A., & Wardenier, J., 1992: Design rules for welds in RHS K, T, Y and X connections. Proceedings IIW International Conference on Engineering Design in Welded Constructions, Madrid, Spain, pp. 113-120. Packer, J.A., Wardenier, J., Kurobane, Y., Dutta, D., & Yeomans, N., 1992: Design guide for rectangular hollow st section (RHS) joints under predominantly static loading. 1 Edition, CIDECT Series "Construction with hollow steel sections" No. 3, Verlag TÜV Rheinland, Köln, Germany, ISBN 3-8249-0089-0. Packer, J.A., 1993: Overview of current international design guidance on hollow structural section connections. Proceedings 3rd International Offshore and Polar Engineering Conference, Singapore, Vol. 4, pp. 1-7. Packer, J.A., 1996: Nailed tubular connections under axial loading. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 122. No. 8, pp. 458-467. Packer, J.A., & Henderson, J.E., 1997: Hollow structural section connections and trusses – A design guide. 2nd Edition, Canadian Institute of Steel Construction, Toronto, Canada. Packer, J.A., 2006: Tubular brace member connections in braced steel frames. Houdremont Lecture, Proceedings 11th International Symposium on Tubular Structures, Quebec City, Canada, Tubular Structures XI, Taylor & Francis Group, London, UK, pp. 3-14. Packer, J.A., Mashiri, F.R., Zhao, X.-L., & Willibald, S., 2007: Static and fatigue design of CHS-to-RHS welded connections using a branch conversion method. Journal of Constructional Steel Research, Vol. 63, Issue 1, pp. 82-95. 215

Packer, J.A., Wardenier, J., Zhao, X.-L., Vegte, G.J. van der, & Kurobane, Y., 2009a: Design guide for rectangular hollow section (RHS) joints under predominantly static loading. 2nd Edition, CIDECT Series "Construction with hollow steel sections" No. 3, CIDECT, ISBN 978-3-938817-04-9. Packer, J.A., Wardenier, J., Choo, Y.S., & Chiew, S.P., 2009b: Elliptical steel tubes. Steel News and Notes, Singapore Structural Steel Society, SN&N 25th Anniversary Issue, pp. 86-90. Packer, J., Sherman, D., & Lecce, M., 2010: Hollow structural section connections. Steel Design Guide No. 24, American Institute of Steel Construction, Chicago, USA. Paul, J.C., 1992: The ultimate behaviour of multiplanar TT and KK joints made of circular hollow sections. Ph.D. Thesis, Kumamoto University, Kumamoto, Japan. Pecknold, D.A., Marshall, P.W., & Bucknell, J., 2007: New API RP2A tubular joint strength design provisions. Journal of Energy Resources Technology, American Society of Mechanical Engineers, USA, Vol. 129, No. 3, pp. 177-189. Pietrapertosa, C., & Jaspart, J.-P., 2003: Study of the behaviour of welded joints composed of elliptical hollow th sections. Proceedings 10 International Symposium on Tubular Structures, Madrid, Spain, Tubular Structures X, Swets & Zeitlinger, Lisse, The Netherlands, pp. 601-608. Puthli, R.S., 1998: Hohlprofilkonstruktionen aus Stahl nach DIN V ENV 1993 (EC 3) und DIN 18 800 (11.90). Werner Verlag GmbH & Co. KG., Düsseldorf, Germany, ISBN 3-8041-2975-7. Puthli, R.S., & Herion, S., 2005: Welding in cold-formed areas of rectangular hollow sections. CIDECT Report 1A-1/05. University of Karlsruhe, Karlsruhe, Germany. Qian, X.D., Wardenier, J., & Choo, Y.S., 2007: A uniform approach for the design of 100% CHS overlap joints. th Proceedings 5 International Conference on Advances in Steel Structures, Singapore, Vol. II, pp. 172-182. Qian, X.D., Choo, Y.S., Vegte, G.J. van der, & Wardenier, J., 2008: Evaluation of the new IIW CHS strength formulae for thick-walled joints. Proceedings 12th International Symposium on Tubular Structures, Shanghai, China, Tubular Structures XII, Taylor & Francis Group, London, UK, pp. 271-279. Roik, K., Bergmann, R., Bode, H., & Wagenknecht, G., 1975: Tragfähigkeit von ausbetonierten Hohlprofilstützen aus Baustahl. Technisch Wissenschaftliche Mitteilungen, Institut für Konstruktiven Ingenieurbau, TWM-Heft Nr. 75-4, Ruhr-Universität Bochum, Bochum, Germany. Roik, K., & Wagenknecht, G., 1977: Traglastdiagramme zur Bemessung von Druckstäben mit doppelsymmetrischem Querschnitt aus Baustahl. Technisch Wissenschaftliche Mitteilungen, Institut für Konstruktiven Ingenieurbau, Heft 27, Ruhr-Universität Bochum, Bochum, Germany. Romeijn, A., 1994: Stress and strain concentration factors of welded multiplanar tubular joints. Heron, Vol. 39, No. 3, Delft University of Technology, Delft, The Netherlands. Rondal, J., 1990: Study of maximum permissible weld gaps in connections with plane end cuttings (5AH2); Simplification of circular hollow section welded joints (5AP). CIDECT Report 5AH2/5AP-90/20. Rondal, J., Würker, K.-G., Dutta, D., Wardenier, J., & Yeomans, N., 1992: Structural stability of hollow sections. CIDECT Series "Construction with hollow steel sections" No. 2, Verlag TÜV Rheinland, Köln, Germany, ISBN 3-8249-0075-0. Schulz, G., 1970: Der Windwiderstand von Fachwerken aus zylindrischen Stäben und seine Berechnung. Internationaler Normenvergleich für die Windlasten auf Fachwerken. CIDECT Monograph No. 3, CIDECT.

216

Sedlacek, G., Feldmann, M., Kühn, B., Tschickardt, D., Höhler, S., Müller, C., Hensen, W., Stranghöner, N., Dahl, W., Langenberg, P., Münstermann, S., Brozetti, J., Raoul, J., Pope, R., & Bijlaard, F., 2008: Commentary and worked examples to EN 1993-1-10 “Material toughness and through thickness properties” and other toughness oriented rules in EN 1993. JRC 47278, EUR 23510 EN, Luxembourg. Shanmugam, N.E., Ting, L.C., & Lee, S.L., 1993: Static behaviour of I-beam to box-column connections with external stiffeners. The Structural Engineer, The Institution of Structural Engineers, London, UK, Vol. 71, Issue 15, pp. 269-275. Sidercad, & British Steel, 1996: Hollow section connections using Hollo-Fast expansion bolts. CIDECT Project 6G Final Report 6G-14E/96, British Steel Tubes & Pipes, Corby, UK. Soininen, R., 1996: Fracture behaviour and assessment of design requirements against fracture in welded steel structures made of cold-formed rectangular hollow sections. Ph.D. Thesis, Lappeenranta University of Technology, Lappeenranta, Finland. Sopha, T., Chiew, S.P., & Wardenier, J., 2006: Test results for RHS K-joints with 50% and 100% overlap. th Proceedings 11 International Symposium on Tubular Structures, Quebec City, Canada, Tubular Structures XI, Taylor & Francis Group, London, UK, pp. 133-138. Struik, J.H.A., & Back, J. de, 1969: Tests on bolted T-stubs with respect to a bolted beam-to-column connection. Stevin Report 6-69-13, Delft University of Technology, Delft, The Netherlands. Syam, A.A., & Chapman, B.G., 1996: Design of structural steel hollow section connections. 1 Australian Institute of Steel Construction, Sydney, Australia.

st

Edition,

Theofanous, M., Chan, T.M., & Gardner, L., 2009: Flexural behaviour of stainless steel oval hollow sections. Thin-Walled Structures, Vol. 47, Nos. 6-7, pp. 776-787. Thiensiripipat, N., 1979: Statical behaviour of cropped web joints in tubular trusses. Ph.D. Thesis, University of Manitoba, Winnipeg, Canada. Tissier, P., 1978: Resistance to corrosion of the interior of hollow steel sections. Acier, Stahl, Steel 2/1978. Togo, T., 1967: Experimental study on mechanical behaviour of tubular joints. Ph.D. Thesis, Osaka University, Osaka, Japan, (in Japanese). Twilt, L., & Haar, P.W. van de, 1986: Harmonization of the calculation rules for the fire resistance of concrete filled SHS-columns. CIDECT Project 15F-86/7-0; IBBC-TNO Report B-86-461, Delft, The Netherlands. Twilt, L., & Both, C., 1991: Technical notes on the realistic behaviour and design of fire exposed steel and composite structures. Final Report ECSC 7210-SA/112, Activity D: "Basis for Technical Notes", TNO Building and Construction Research, BI-91-069, The Netherlands. Twilt, L., Hass, R., Klingsch, W., Edwards, M., & Dutta, D., 1994: Design guide for structural hollow section columns exposed to fire. CIDECT Series "Construction with hollow steel sections" No. 4, Verlag TÜV Rheinland, Köln, Germany, ISBN 3-8249-0171-4. Vegte, G.J. van der, Back, J. de, Wardenier, J., 1989: Low cycle fatigue of tubular T- and X-joints. Proceedings rd 3 International Symposium on Tubular Structures, Lappeenranta, Finland, pp. 266-277. Vegte, G.J. van der, 1995: The static strength of uniplanar and multiplanar tubular T and X joints. Ph.D. Thesis, Delft University of Technology, Delft, The Netherlands.

217

Vegte, G.J. van der, & Makino, Y., 2006: Ultimate strength formulation for axially loaded CHS uniplanar T-joints. International Journal of Offshore and Polar Engineering, ISOPE, Vol. 16, No. 4, pp. 305-312. Vegte, G.J. van der, Makino, Y., & Wardenier, J., 2007: New ultimate strength formulation for axially loaded CHS K-joints. Proceedings 5th International Conference on Advances in Steel Structures, Singapore, Vol. II, pp. 218-227. Vegte, G.J. van der, Wardenier, J., Zhao, X.-L., & Packer, J.A., 2008: Evaluation of new CHS strength formulae to design strengths. Proceedings 12th International Symposium on Tubular Structures, Shanghai, China, Tubular Structures XII, Taylor & Francis Group, London, UK, pp. 313-322. Vegte, G.J. van der, Wardenier, J., & Puthli, R.S., 2010a: FE analysis for welded hollow section joints and bolted joints. Proceedings Institution of Civil Engineers, Structures & Buildings (to be published). Vegte, G.J. van der, Wardenier, J., Qian, X.D., & Choo, Y.S., 2010b: Re-evaluation of the moment capacity of CHS joints. Proceedings Institution of Civil Engineers, Structures & Buildings (to be published). Virdi, K.S., & Dowling, P.J., 1976: A unified design method for composite columns. International Association for Bridge and Structrural Engineering (IABSE), Zürich, Switzerland, Mémoires Vol. 36-II, pp. 165-184. Voth, A.P., 2010: Branch plate-to-circular hollow structural section connections. Ph.D. Thesis, University of Toronto, Toronto, Canada. Wang, Y.C., & Orton, A.H., 2008: Fire resistant design of concrete filled tubular steel columns. The Structural Engineer, The Institution of Structural Engineers, London, UK, Vol. 86, Issue 19, pp. 40-45. Wang, Y.C., & Ding, J, 2009: The robustness of joints between steel beams and concrete filled tubular (CFT) columns under fire conditions. CIDECT Final Report 15S-14/09, The University of Manchester, Manchester, UK. Wanke, J., 1966: Stahlrohrkonstruktionen. Springer Verlag, Vienna, Austria, ISBN 978-3211807910. Wardenier, J., & Mouty, J., 1979: Design rules for predominantly statically loaded welded joints with hollow sections as bracings and an I- or H-section as chord. Welding in the World, Vol. 17, No. 9/10. Wardenier, J., 1982: Hollow section joints. Delft University Press, Delft, The Netherlands. Wardenier, J., & Giddings, T.W., 1986: The strength and behaviour of statically loaded welded connections in structural hollow sections. CIDECT Monograph No. 6, CIDECT. Wardenier, J., Kurobane, Y., Packer, J.A., Dutta, D., & Yeomans, N., 1991: Design guide for circular hollow st section (CHS) joints under predominantly static loading. 1 Edition, CIDECT Series "Construction with hollow steel sections" No. 1, Verlag TÜV Rheinland, Köln, Germany, ISBN 3-88585-975-0. Wardenier, J., Dutta, D., Yeomans, N., Packer, J.A., & Bucak, Ö., 1995: Design guide for structural hollow sections in mechanical applications. CIDECT Series "Construction with hollow steel sections" No. 6, Verlag TÜV Rheinland, Köln, Germany, ISBN 3-8249-0302-4. st Wardenier, J., 2002: Hollow sections in structural applications. 1 Edition, Bouwen met Staal, Zoetermeer, The Netherlands.

Wardenier, J., & Choo, Y.S., 2006: Recent developments in welded hollow section joint recommendations. Advanced Steel Construction, The Hong Kong Institute of Steel Construction, Vol. 2, No. 2, pp. 109-127. Wardenier, J., 2007: A uniform effective width approach for the design of CHS overlap joints. Proceedings 5 International Conference on Advances in Steel Structures, Singapore, Vol. II, pp. 155-165. 218

th

Wardenier, J., Vegte, G.J. van der, & Liu, D.K., 2007a: Chord stress function for rectangular hollow section X and T joints. Proceedings 17th International Offshore and Polar Engineering Conference, Lisbon, Portugal, Vol. IV, pp. 3363-3370. Wardenier, J., Vegte, G.J. van der, & Liu, D.K., 2007b: Chord stress functions for K gap joints of rectangular hollow sections. International Journal of Offshore and Polar Engineering, ISOPE, Vol. 17, No. 3, pp. 225-232. Wardenier, J., Kurobane, Y., Packer, J.A., Vegte, G.J. van der, & Zhao, X.-L., 2008a: Design guide for circular nd hollow section (CHS) joints under predominantly static loading. 2 Edition, CIDECT Series "Construction with hollow steel sections" No. 1, CIDECT, ISBN 978-3-938817-03-2. Wardenier, J., Vegte, G.J. van der, Makino, Y., & Marshall, P.W., 2008b: Comparison of the new IIW (2008) CHS joint strength formulae with those of the previous IIW (1989) and the new API (2007). Proceedings 12th International Symposium on Tubular Structures, Shanghai, China, Tubular Structures XII, Taylor & Francis Group, London, UK, pp. 281-291. Wardenier, J., Vegte, G.J. van der, & Makino, Y., 2009: Joints between plates or I sections and a circular hollow section chord. International Journal of Offshore and Polar Engineering, ISOPE, Vol. 19, No. 3, pp. 232239. Weynand, K., Busse, E., & Jaspart, J.-P., 2006: First practical implementation of the component method for th joints in tubular construction. Proceedings 11 International Symposium on Tubular Structures, Quebec City, Canada, Tubular Structures XI, Taylor & Francis Group, London, UK, pp. 139-145. Whitmore, R.E., 1952: Experimental investigation of stresses in gusset plates. Bulletin 16, Engineering Experiment Station, The University of Tennessee, Knoxville, USA. Wilkinson, T., & Hancock, G., 1998: Compact or class 1 limits for rectangular hollow sections in bending. th Proceedings 8 International Symposium on Tubular Structures, Singapore, Tubular Structures VIII, Balkema, Rotterdam, The Netherlands, pp. 409-416. Willibald, S., Packer, J.A., & Puthli, R.S., 2002: Experimental study of bolted HSS flange-plate connections in axial tension. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 128, No. 3, pp. 328336. Willibald, S., Packer, J.A., & Puthli, R.S., 2003a: Design recommendations for bolted rectangular HSS flangeplate connections in axial tension. Engineering Journal, American Institute of Steel Construction, Vol. 40, First Quarter, pp. 15-24. Willibald, S., Packer, J.A., & Puthli, R.S., 2003b: Investigation on hidden joint connections under tensile th loading. Proceedings 10 International Symposium on Tubular Structures, Madrid, Spain, Tubular Structures X, Swets & Zeitlinger, Lisse, The Netherlands, pp. 217-225. Willibald, S., Packer, J.A., & Martinez-Saucedo, G., 2006: Behaviour of gusset plate connections to ends of round and elliptical hollow structural section members. Canadian Journal of Civil Engineering, Vol. 33, pp. 373383. Wingerde, A.M. van, 1992: The fatigue behaviour of T- and X-joints made of square hollow sections. Heron, Vol. 37, No. 2, Delft University of Technology, Delft, The Netherlands. Wingerde, A.M. van, Delft, D.R.V. van, Wardenier, J., & Packer, J.A., 1997: Scale effects on the fatigue behaviour of tubular structures. Proceedings IIW International Conference on Performance of Dynamically Loaded Welded Structures, San Francisco, USA, pp. 123-135.

219

Winkel, G.D de, 1998: The static strength of I-beam to circular hollow section column connections. Ph.D. Thesis, Delft University of Technology, Delft, The Netherlands. Yeomans, N.F., 1994: I-Beam/rectangular hollow section column connections using the Flowdrill system. Proceedings 6th International Symposium on Tubular Structures, Melbourne, Australia, Tubular Structures VI, Balkema, Rotterdam, The Netherlands, pp. 381-388. Yeomans, N.F., 1998: Rectangular hollow section column connections using the Lindapter HolloBolt. Proceedings 8th International Symposium on Tubular Structures, Singapore, Tubular Structures VIII, Balkema, Rotterdam, The Netherlands, pp. 559-566. Yu, Y., 1997: The static strength of uniplanar and multiplanar connections in rectangular hollow sections. Ph.D. Thesis, Delft University of Technology, Delft, The Netherlands. Zhao, X.-L., 1992: The behaviour of cold formed RHS beams under combined actions. Ph.D. Thesis, The University of Sydney, Sydney, Australia. Zhao, X.-L., Herion, S., Packer, J A., Puthli, R.S., Sedlacek, G., Wardenier, J., Weynand, K., Wingerde, A.M. van, & Yeomans, N.F., 2001: Design guide for circular and rectangular hollow section welded joints under fatigue loading. CIDECT Series "Construction with hollow steel sections" No. 8, TÜV-Verlag, Köln, Germany, ISBN 3-8249-0565-5. Zhao, X.-L., Wilkinson, T., & Hancock, G.J., 2005: Cold-formed tubular members and connections. Elsevier Science, London, UK, ISBN 978-0080441016. Zhao, X.-L., Wardenier, J., Packer, J.A., & Vegte, G.J. van der, 2008: New IIW (2008) static design th recommendations for hollow section joints. Proceedings 12 International Symposium on Tubular Structures, Shanghai, China, Tubular Structures XII, Taylor & Francis Group, London, UK, pp. 261-269. Zhao, X.-L., & Packer, J.A., 2009: Tests and design of concrete-filled elliptical hollow section stub columns. Thin-Walled Structures, Vol. 47, Nos. 6-7, pp. 617-628. Zhao, X.-L., Han, L.H., & Lu, H., 2010: Concrete-filled tubular members and connections. Taylor & Francis Group, London, UK, ISBN 978-0-415-43500-0.

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