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1

Collins, Timothy J. Structural analysis and testing of an erectable truss for precision segmented reflector application. NASA Langley Research Center, 1995.

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2

Woldegiorgis, Berhanu F. Some behavioural aspects of composite trusses. Dept. of Civil Engineering, University of Alberta, 1994.

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3

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

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4

Maurer, Michael B. Shrinkage and flexural tests of a full-scale composite truss. Dept. of Civil Engineering, University of Alberta, 1994.

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5

Blümel, Steffen. Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen. Vdf Hochschulverlag AG an der ETH, 2003.

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6

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

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7

Chen, Simon A. A shear-friction truss model for reinforced concrete beams subjected to shear. Dept. of Civil Engineering, University of Alberta, 1993.

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8

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

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9

Andberg, Brent K. Modal testing and analysis of the NPS Space Truss. Naval Postgraduate School, 1997.

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10

Brown, Kyle N. Nondiscrimination testing and permitted disparity in qualified retirement plans. Tax Management Inc., 2001.

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11

Page, Dave. Evaluation of remedial treatments on the Howe Truss railway bridge at Waikino, May 2001, after two years. New Zealand Forest Research Institute, 2001.

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12

Magioncalda, Andreina. Documentazione epigrafica e fondazioni testamentarie: Appunti su una scelta di testi. G. Giappichelli, 1994.

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13

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. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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14

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. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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15

Collons, Bryan Lester. Investigation of the load-sharing capabilities of bridging used in an open-web roof truss installation. 1987.

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16

Emerson, Robert Neal. Resistance of metal plate connections to cyclic loading. 1995.

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17

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

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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. National Aeronautics and Space Administration, Scientific and Technical Information Branch, 1987.

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19

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

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20

Modal Testing and Analysis of the NPS Space Truss. Storming Media, 1997.

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21

Analysis and testing of axial compression in imperfect slender truss struts. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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22

1925-, Georgiadis Nicholas, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., eds. Analysis and testing of axial compression in imperfect slender truss struts. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1990.

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23

Design, analysis, and testing of the phase 1 CSI evolutionary model erectable truss. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1992.

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24

J, Gronet M., and United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., eds. Design, analysis, and testing of the phase 1 CSI evolutionary model erectable truss. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1992.

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25

Center, Langley Research, ed. Near-field testing of the 5-meter model of the tetrahedral truss antenna: Final report. National Aeronautics and Space Administration, Langley Research Center, 1987.

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26

Center, Langley Research, ed. Near-field testing of the 5-meter model of the tetrahedral truss antenna: Final report. National Aeronautics and Space Administration, Langley Research Center, 1987.

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27

W, Roeder C., Washington (State). Dept. of Transportation., Washington State Transportation Center, and Washington State Transportation Commission, eds. Fatigue cracking of riveted, coped, stringer-to-floorbeam connections. Washington State Dept. of Transportation, 2001.

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28

DePiero, Anthony H. High cycle fatigue modeling and analysis for deck floor truss connection details. 1997.

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