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1

Al-Chaar, Ghassan. Case study: Structural evaluation of heavy wood trusses at Corpus Christi Army Depot, Texas. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1999.

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2

Wolfe, Ronald W. Experimental assessment of wood trusses with square-end webs. Madison, Wis: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1996.

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3

Issa, Mohsen A. Structural evaluation procedures for heavy wood truss structures. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.

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4

Gupta, Rakesh. Metal-plate-connected wood joints: A literature review. Corvallis, Or: Forest Research Laboratory, Oregon State University, 1996.

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5

Gupta, Rakesh. Metal-plate-connected wood joints: A literature review. Corvallis, Or: Forest Research Laboratory, Oregon State University, 1996.

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6

Gupta, Rakesh. Metal-plate-connected wood joints: A literature review. Corvallis, Or: Forest Research Laboratory, Oregon State University, 1996.

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7

Cohen, K. Passive damping augmentation of flexible beam-like lattice trusses for large space structures. [S.l.]: Technion-Israel Institute of Technology, Faculty of Aerospace Engineering, 1990.

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8

Cohen, K. Passive damping augmentation of flexible beam-like lattice trusses for large space structures. Haifa, Israel: Technion Israel Institute of Technology, Faculty of Aerospace Engineering, 1990.

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9

W, White Charles. Dynamic testing of a two-dimensional box truss beam. Hampton, Va: Langley Research Center, 1987.

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10

Roos, Joseph. The U.S. glulam beam and lamstock market and implications for Alaska lumber. Portland, OR: U.S. Dept. of Agriculture, Forest Service, Pacific Northwest Research Station, 2009.

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11

H, White Robert. Fire endurance model for a metal-plate-connected wood truss. Madison, WI (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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12

H, White Robert. Fire endurance model for a metal-plate-connected wood truss. Madison, WI (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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13

Ponomarev, A. V. The deep decomposition of wood: Light products of electron-beam fragmentation. Hauppauge, N.Y: Nova Science Publishers, 2010.

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14

Callahan, Edward E. Metal plate connected wood truss handbook. 2nd ed. Madison, WI: Wood Truss Council of America, 1997.

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15

Timberframe: The art and craft of the post-and-beam home. Newtown, CT: Taunton Press, 1999.

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16

United States. Naval Facilities Engineering Command, ed. Inspection of wood beams & trusses. Alexandria, Va: Naval Facilities Engineering Command, 1987.

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17

Center, Langley Research, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch, eds. Dynamic testing of a two-dimensional box truss beam. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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18

Center, Langley Research, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch, eds. Dynamic testing of a two-dimensional box truss beam. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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19

Parker, Philip M. The 2007-2012 World Outlook for Wood Trusses. ICON Group International, Inc., 2006.

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20

The 2006-2011 World Outlook for Wood Trusses. Icon Group International, Inc., 2005.

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21

Parker, Philip M. The 2007-2012 Outlook for Wood Trusses in India. ICON Group International, Inc., 2006.

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22

Parker, Philip M. The 2007-2012 Outlook for Wood Trusses in Japan. ICON Group International, Inc., 2006.

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23

Redlinger, Mark J. Behavior of metal-plate-connected wood truss joints under wind and impact loads. 1998.

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24

Redlinger, Mark J. Behavior of metal-plate-connected wood truss joints under wind and impact loads. 1998.

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25

Parker, Philip M. The 2008-2013 Outlook for Wood Trusses in Greater China. ICON Group International, Inc., 2006.

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26

Waltz, Miles E. Discrete compression web bracing design for light-frame wood trusses. 1998.

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27

Vatovec, Milan. Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints. 1995.

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28

Strength and stiffness of large-gap metal-plate wood connections. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1994.

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29

Parker, Philip M. The 2007-2012 Outlook for Wood Trusses in the United States. ICON Group International, Inc., 2006.

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30

Kasal, Bohumil. In-plane stability of truss chords with application to wood trusses. 1993.

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31

Kasal, Bohumil. In-plane stability of truss chords with application to wood trusses. 1993.

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32

Parker, Philip M. The 2007 Report on Wood Trusses: World Market Segmentation by City. ICON Group International, Inc., 2006.

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33

Parker, Philip M. The 2007-2012 World Outlook for Engineered Wood Members Excluding Trusses. ICON Group International, Inc., 2006.

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34

The 2006-2011 World Outlook for Engineered Wood Members Excluding Trusses. Icon Group International, Inc., 2005.

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35

Kittel, Mark. Small-scale modeling of metal-plate-connected wood truss joints. 1997.

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36

Kittel, Mark. Small-scale modeling of metal-plate-connected wood truss joints. 1997.

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37

Yellow Popular glulam timber beam performance. Madison, WI (One Gifford Pinchot Drive, Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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38

Kent, Scott M. Dynamic behavior of metal-plate-connected wood truss joints. 1995.

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39

Dung, Da-Ren. A practical method to analyze the system effects of a metal-plate-connected wood truss assembly. 1999.

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40

Parker, Philip M. The 2007-2012 Outlook for Engineered Wood Members Excluding Trusses in India. ICON Group International, Inc., 2006.

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41

The 2006-2011 World Outlook for Metal Plate-Connected Wood Roof Trusses. Icon Group International, Inc., 2005.

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42

Parker, Philip M. The 2007-2012 World Outlook for Metal Plate-Connected Wood Roof Trusses. ICON Group International, Inc., 2006.

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43

Parker, Philip M. The 2007-2012 Outlook for Engineered Wood Members Excluding Trusses in Japan. ICON Group International, Inc., 2006.

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44

LaFave, Kelly David. Experimental and analytical study of load sharing in wood truss roof systems. 1990.

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45

Center, Langley Research, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Branch., eds. Dynamic testing of a two-dimensional box truss beam. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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46

Dynamic testing of a two-dimensional box truss beam. Washington, D.C: National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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47

Parker, Philip M. The 2007-2012 Outlook for Metal Plate-Connected Wood Roof Trusses in India. ICON Group International, Inc., 2006.

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48

Parker, Philip M. The 2007-2012 Outlook for Metal Plate-Connected Wood Roof Trusses in Japan. ICON Group International, Inc., 2006.

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49

Parker, Philip M. The 2008-2013 Outlook for Engineered Wood Members Excluding Trusses in Greater China. ICON Group International, Inc., 2006.

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50

Li, Zhong. A practical approach to model the behavior of a metal-plate-connected wood truss system. 1996.

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