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1

a-Hassan, Nabil Karim. Shear transfer in concrete-filled steel hollow sections. Universityof Manchester, 1993.

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2

Lu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Dept. of Civil Engineering, University of Alberta, 1992.

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3

Fumagalli, F. Development of design recommendations for welded joints of steel constructions, made with structural hollow sections and with structural hollow and H-sections. Commission of the European Communities, 1985.

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4

Soininen, Raimo. Fracture behaviour and assessment of design requirements against fracture in welded steel structures made of cold formed rectangular hollow sections. Lappeeranta University of Technology, 1996.

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5

Packer, J. A. Design guide for hollow section connections. Canadian Institute of Steel Construction, 1992.

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6

Packer, J. A. Hollow structural section connections and trusses: A design guide. 2nd ed. Canadian Institute of Steel Construction, 1997.

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7

Björk, Timo. Ductility and ultimate strength of cold-formed rectangular hollow section joints at subzero temperatures. Lappeenranta University of Technology, 2005.

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8

Hollow Structural Sections Connections Manual. American Institute of Steel Construction, 1996.

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9

J, Rondal, and Comité international pour le développement et l'étude de la construction tubulaire., eds. Structural stability of hollow sections. Verlag TÜV Rheinland, 1992.

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10

Giddings, T. W., N. F. Yeomans, and J. Wardenier. The Development of Recommendations for the Design of Welded Joints Between Steel Structural Hollow Sections or Between Steel Structural Hollow Sections and H-sections. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1988.

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11

Design guide for structural hollow sections in mechanical applications. Verlag TÜV Rheinland, 1995.

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12

Canadian Institute of Steel Construction., ed. Hollow structural section to ASTM A500 grade C. Canadian Institute of Steel Construction, 2000.

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13

Design guide for structural hollow section column connections. TÜV-Verlag, 2004.

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14

L, Twilt, ed. Design guide for structural hollow section columns exposed to fire. Verlag TÜV Rheinland, 1994.

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15

R, Bergmann, and Comité international pour l'étude et le développement de la construction tubulaire, eds. Design guide for concrete filled hollow section columns under static and seismic loading. TÜV Rheinland, 1995.

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16

Xiao-Ling, Zhao, ed. Design guide for circular and rectangular hollow section welded joints under fatigue loading. TÜV-Verlag, 2001.

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17

(Editor), X.-l. Zhao, and J. A. Packer (Editor), eds. Fatigue Design Procedure for Welded Hollow Section Joints: Recommendations of IIW Subcommission XV-E. Woodhead Publishing, 2000.

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18

A, Packer Jeffrey, Zhao Xiao-Ling, and International Institute of Welding, eds. Fatigue design procedure for welded hollow section joints: IIW Document XIII-1804-99 and IIW Document XV-1035-99 : recommendations of IIW Subcommission XV-E. Abington Pub., 2000.

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