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1

Bickford, John H. An introduction to the design and behavior of bolted joints. 2nd ed. New York: M. Dekker, 1990.

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2

An introduction to the design and behavior of bolted joints. 3rd ed. New York: Marcel Dekker, 1995.

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3

Fox, David M. Bolted joint studies in GRP. Springfield, Va: Available from National Technical Information Service, 1994.

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4

Research Council on Structural Connections (U.S.). Specification for structural joints using ASTM A325 or A490 bolts. Chicago, IL: American Institute of Steel Construction, 2000.

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5

), Research Council on Structural Connections (U S. Specification for structural joints using ASTM A325 or A490 bolts. Chicago, IL: American Institute of Steel Construction, 1996.

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6

M, Murray Thomas. Flush and extended multiple-row moment end-plate connections. Chicago, IL: American Institute of Steel Construction, 2002.

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7

Steurer, Anton. Das Tragverhalten und Rotationsvermögen geschraubter Stirnplattenverbindungen. Basel: Birkhäuser, 1999.

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8

Binder, Bettina. Kontaktalgorithmen für Traglastberechnungen geschraubter Anschlusskonstruktionen im Stahlbau. Hannover: Universität Hannover, Institut für Statik, 1991.

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9

Soltis, Lawrence A. Bearing strength of bolted timber joints. [Madison, WI: U.S. Forest Products Laboratory, 1987.

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10

Kulak, Geoffrey L. Guide to design criteria for bolted and riveted joints. 2nd ed. New York: Wiley, 1987.

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11

Green, Deborah L. Design of web-flange beam or girder splices. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1987.

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12

Fowkes, A. H. R. Factors influencing the performance of bolted timber joints. Judgeford [N.Z.]: Building Research Association of New Zealand, 1986.

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13

Windorski, Daniel F. Feasibility of fiberglass-reinforced bolted wood connections. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1997.

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14

Shin, Y. S. Analytical and experimental investigations of the damping characteristics of bolted and welded structural connections for plates and shells. Monterey, Calif: Naval Postgraduate School, 1986.

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15

Wilkinson, Thomas Lee. Duration of load on bolted joints: A pilot study. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1988.

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16

Wilkinson, Thomas Lee. Duration of load on bolted joints: A pilot study. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1988.

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17

Wilkinson, Thomas Lee. Duration of load on bolted joints: A pilot study. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1988.

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18

Chamis, C. C. Simplified procedures for designing composite bolted joints. [Washington, DC: National Aeronautics and Space Administration, 1988.

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19

Crews, John H. Bearing-bypass loading on bolted composite joints. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.

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20

Manuel, Thomas J. Strength of joints that combine bolts and welds. Edmonton: Dept. of Civil and Environmental Engineering, University of Alberta, 1998.

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21

McGuigan, S. System design & component selection: bolted joints and threaded fasteners. [Bristol]: SEED, 1999.

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22

Lameris, J. The static strength of mechanically fastened carbon-epoxy joints without bending. Amsterdam, Netherlands: National Aerospace Laboratory, 1989.

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23

Design of mechanical joints. New York: M. Dekker, 1985.

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24

Moss, Peter James. Multiple-bolted joints in wood members: A literature review. Madison, Wis. (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1997.

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25

Moss, Peter James. Multiple-bolted joints in wood members: A literature review. Madison, Wis. (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1997.

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26

Moss, Peter James. Multiple-bolted joints in wood members: A literature review. Madison, Wis. (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1997.

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27

Farahmand, Bahram. Fracture Mechanics of Metals, Composites, Welds, and Bolted Joints. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1585-2.

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28

West, Robert William. The strengths of bolted joints in carbon fibre composites. Salford: University of Salford, 1985.

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29

Kaushik, Iyer, and Rubin Carol A, eds. Structural shear joints: Analyses, properties and design for repeat loading. New York: ASME Press, 2005.

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30

Maier, Christoph. Montageautomatisierung am Beispiel des Schraubens mit Industrierobotern. Berlin: Springer-Verlag, 1986.

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31

Messler, Robert W. Integral mechanical attachment: A resurgence of the oldest method of joining. Burlington, MA: Butterworth-Heinemann/Elsevier, 2006.

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32

Adams, Robert D. Structural adhesive joints in engineering. 2nd ed. London: Chapman & Hall, 1997.

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33

Xiong, Y. A design model for composite joints with multiple fasteners. Ottawa: National Research Council Canada, Institute for Aerospace Research, 1994.

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34

Reider, Bjorhovde, Brozzetti Jacques, and Colson André, eds. Connections in steel structures: Behaviour, strength, and design. London: Elsevier Applied Science, 1988.

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35

R, Hutchinson A., ed. Adhesives in civil engineering. Cambridge [England]: Cambridge University Press, 1992.

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36

Faltus, František. Joints with fillet welds. Amsterdam: Elsevier, 1986.

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37

Undershute, Scott T. Strength and installation characteristics of tension-control bolts. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1994.

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38

Duff, John E. Durability and dimensional stability of COM-PLY joists determined by accelerated aging test. [Asheville, N.C.]: U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1985.

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39

Couplings and joints: Design, selection, and application. 2nd ed. New York: Marcel Dekker, 1999.

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40

Mancuso, Jon R. Couplings and joints: Design, selection, and application. New York: M. Dekker, 1986.

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41

Ratcliffe, Anthony. Biomechanics of Diarthrodial Joints: Volume I. New York, NY: Springer New York, 1990.

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42

Messler, Robert W. Integral mechanical attachment: A resurgence of the oldest method of joining. Burlington, MA: Butterworth-Heinemann, 2006.

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43

Pressure Vessels and Piping Conference (2010 Bellevue, Wash.). Proceedings of the ASME Pressure Vessels and Piping Conference--2010: Presented at ASME 2010 Pressure Vessels and Piping Conference/K-PVP Conference, July 18-22, 2010, Bellevue, Washington, USA. New York: American Society of Mechanical Engineers, 2010.

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44

Czech Republic) Pressure Vessels and Piping Conference (2009 Prague. Proceedings of the ASME Pressure Vessels and Piping Conference--2009: Presented at 2009 ASME Pressure Vessels and Piping Conference, July 26-30, 2009, Prague, Czech Republic. New York, N.Y: American Society of Mechanical Engineers, 2010.

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45

Md.) Pressure Vessels and Piping Conference (2011 Baltimore. Proceedings of the ASME Pressure Vessels and Piping Conference--2011: Presented at ASME 2011 Pressure Vessels and Piping Conference, July 17-21, 2011, Baltimore, Maryland, USA. New York, N.Y: American Society of Mechanical Engineers, 2012.

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46

1926-, Bickford John H., and Nassar Sayed, eds. Handbook of bolts and bolted joints. New York: M. Dekker, 1998.

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47

1926-, Bickford John H., ed. Introduction to the design and behavior of bolted joints. 4th ed. Boca Raton: Taylor & Francis, 2007.

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48

Introduction to the Design and Behavior of Bolted Joints: Gasketed Bolted Joints (Mechanical Engineering). 4th ed. CRC, 2008.

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49

Bickford, John H. Introduction to the Design and Behavior of Bolted Joints, Fourth Edition: Non-Gasketed Joints (Mechanical Engineering). 4th ed. CRC, 2007.

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50

American Institute of Steel Construction., ed. AISC LRFD specification (1993). Chicago, Ill: American Institute of Steel Construction, 1998.

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