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1

Association, Canadian Standards. Cold formed steel structural members. Canadian Standards Association, 1989.

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2

Seaburg, Paul A. Torsional analysis of structural steel members. American Institute of Steel Construction, 1997.

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3

J, Rhodes, ed. Design of cold formed steel members. Elsevier Applied Science, 1991.

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4

Heywood, Martin David. The dynamic behaviour of steel structural members. University of Birmingham, 1999.

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5

Zhao, Xiao-Ling. Cold-formed tubular members and connections: Structural behaviour and design. Elsevier, 2005.

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6

Gregory, E. N. Welded repair of cracks in steel bridge members. Transportation Research Board, National Research Council, 1989.

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7

1955-, Bradford M. A., ed. Composite steel and concrete structural members: Fundamental behaviour. Pergamon, 1995.

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8

Chen, W. F. Tubular members in offshore structures. Pitman Advanced, 1985.

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9

Wilkinson, Thomas Lee. Strength of bolted timber connections with steel side members. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1992.

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10

Wilkinson, T. L. Strength of bolted timber connections with steel side members.. United States, Forest Service, Forest Products Laboratory, 1992.

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11

Wilkinson, Thomas Lee. Strength of bolted timber connections with steel side members. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1992.

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12

Wilkinson, Thomas Lee. Strength of bolted timber connections with steel side members. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1992.

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13

1955-, Bradford M. A., ed. Elementary behaviour of composite steel and concrete structural members. Butterworth-Heinemann, 1999.

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14

Pekoz, Teoman. Development of a unified approach to the design of cold-formed steel members. Committee of Sheet Steel Producers, American Iron and Steel Institute, 1986.

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15

American Society of Civil Engineers., ed. Specification for the design of cold-formed stainless steel structural members. American Society of Civil Engineers, 2002.

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16

European Convention for Constructional Steelwork. Technical Committee 7. Working Group 7.1 - Design of cold formed Steel Sheeting and Sections. European recommendations for the design of light gauge steel members. ECCS, 1987.

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17

American Iron and Steel Institute. and American National Standards Institute, eds. Specification for the design of cold-formed steel structural members. American Iron and Steel Institute, 2000.

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18

Zadanfarrokh, Farzin. Analysis and design of bolted connections in cold formed steel members. University of Salford, 1991.

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19

American Society of Civil Engineers. Specification for the design of cold-formed stainless steel structural members. The Society, 1991.

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20

N, Swamy R., Gaul Richard, American Concrete Institute, and ACI Technical Session "Repair and Strengthening with Adhesive Bonded Plates (1992 : Washington, D.C.), eds. Repair and strengthening of concrete members with adhesive bonded plates. American Concrete Institute, 1996.

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21

A, Zilveti, Texas. State Dept. of Highways and Public Transportation., United States. Federal Highway Administration., and University of Texas at Austin. Center for Transportation Research., eds. Effect of superplasticizers on the bond behavior of reinforcing steel in concrete members. The Center, 1985.

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22

R, Landolfo, and Mazzolani Federico M, eds. Design of metallic cold-formed thin-walled members. Spon Press, 2001.

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23

Ghersi, A. Design of metallic cold-formed thin-walled members. Spon Press, 2002.

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24

Chinien, Viken. An advanced SDOF model for steel members subject to explosion loading: Material rate sensitivity. Steel Construction Institute, 2002.

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25

India. Joint Plant Committee., ed. Profile of the Indian iron & steel industry: A monograph for members of the Parliament. Joint Plant Committee, 2002.

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26

American Institute of Steel Construction. Load and resistance factor design specification for single-angle members. American Institute of Steel Construction, 2001.

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27

American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures. Guide specifications for fracture critical non-redundant steel bridge members, 1978: As revised by interim specifications for bridges, 1981, 1983, 1984, 1985, and 1986. American Association of State Highway and Transportation Officials, 1986.

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28

Center, Turner-Fairbank Highway Research, ed. Magnetic-based NDE of prestressed and post-tensioned concrete members: The MFL system. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 2000.

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29

Jiang, Chunxu. Stability analysis of light gauge steel members using the finite element method and the generalized beam theory. University of Salford, 1994.

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30

K, Muyundo David, Old Dominion University. Research Foundation., and Langley Research Center, eds. Passive damping concepts for tubular beams with partial rotational and translational end restraints. Old Dominion University Research Foundation, 1991.

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31

1955-, Beutelmann Christa, Heiden H. -Günter, Schreibwerkstatt der Kruppianer-Frauen, and Werkkreis Literatur der Arbeitswelt, eds. Die Frauen von Rheinhausen: Der Hochofen vor unserem Fenster : Texte und Bilder aus dem Arbeitskampf. Bund-Verlag, 1989.

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32

S, Najjar Bassam, and United States. National Aeronautics and Space Administration., eds. Passive damping concepts for free and forced member and grillage vibration. Old Dominion University Research Foundation, 1988.

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33

Nast, Trina E. Cyclic behavior of stiffened gusset plate-brace member assemblies. Dept. of Civil and Environmental Engineering, University of Alberta, 1999.

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34

Organisation for economic co-operation and development. Developments in steelmaking capacity of non-OECD economies: Les capacite s de production d'acier dans les e conomies non membres de l'OCDE. Organisation for Economic Co-operation and Development, 2011.

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35

Canada. Parliament. House of Commons. Bill: An act respecting the members of the North-West Mounted Police Force on active service in South Africa. S.E. Dawson, 2003.

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36

United Nations. ECE Industry and Technology Division. Steel Section. and United Nations. Economic Commission for Europe., eds. The Importance of the iron and steel industry for the economic activity of ECE member countries. United Nations, 1989.

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37

Chung, K. F. Section property and member capacity tables for cold-formed stainless steel: With explanatory notes in accordance with the Concise guide to the structural design of stainless steel. Steel Construction Institute, 1995.

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38

Community, European Economic. Third supplementary protocol to the Agreement of 28 July 1956 between the federal Council of the Swiss Confederation, of the one part, and the Governments of the member states of the European Coal and Steel Community and the High Authority of the European Coal and Steel Community, of the other part, on the introduction of through international railway tariffs for the carriage of coal and steel through Swiss territory: Brussels, 25 September 1986. H.M.S.O., 1988.

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39

Community, European Economic. Protocol to the agreement between the member states of the European Coal and Steel Community and the Lebanese Republic consequent on the accession of the Kingdom of Spain and the Portuguese Republic to the Community: Brussels, 25 June 1987. H.M.S.O., 1989.

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40

Nuccio, Vito F. Burial, thermal, and petroleum generation history of the Upper Cretaceous Steele Member of the Cody Shale (Shannon Sandstone Bed Horizon), Powder River Basin, Wyoming. U.S. G.P.O., 1990.

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41

Rhodes, J. Design Cold Form Steel Members. Taylor & Francis Group, 2014.

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42

Rhodes, J. Design of Cold Formed Steel Members. Taylor & Francis Group, 1991.

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43

Design of Cold Formed Steel Members. Routledge, 2003. http://dx.doi.org/10.4324/9780203498224.

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44

Composite Steel and Concrete Structural Members. Elsevier, 1995. http://dx.doi.org/10.1016/c2009-0-08012-x.

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45

Rhodes, J. Design of Cold Formed Steel Members. Routledge, 1990.

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46

Connecting Steel Members: A Teaching Guide. Amer Inst of Steel Construction, 2003.

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47

Rhodes, J. Design of Cold Formed Steel Members. Taylor & Francis Group, 2003.

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48

Rhodes, J. Design of Cold Formed Steel Members. Taylor & Francis Group, 2014.

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49

Cold-formed Tubular Members and Connections. Elsevier Science, 2005.

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50

Carter and Seaburg. Torsional Analysis of Structural Steel Members (D809). Amer Inst of Steel Construction, 1997.

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