1 |
ASTM. (2000a), "Standard test methods for specific gravity of wood and wood-based materials", ASTM D2395,
Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
|
2 |
National Design Specification for Wood Construction. (1997), Revised Edition. American Forest and PaperAssociation, Washington, DC.
|
3 |
Gupta, R., Vatovec, M. and Miller, T.H. (1996), "Metal-plate-connected wood joints: a literature review", ForestResearch Laboratory, Research Contribution 13, Oregon State University, Corvallis, OR.
|
4 |
TPI 1-1995. (1995), "National design standard for metal plate connected wood truss construction", Truss PlateInstitute, Madison, WI.
|
5 |
Gupta, R. and Gebremedhin, K.G. (1990), "Destructive testing of metal-plate-connected wood truss joints", J.Struct. Engrg., 116(7), 1971-1982.
DOI
|
6 |
Freilinger, S.M.W. (1998), "Short-term duration of load and cyclic performance of metal-plate-connected trussjoints", MS thesis, Civil Engineering and Forest Products, Oregon State University, Corvallis, OR.
|
7 |
Redlinger, M.J. (1998), "Behavior of metal-plate-connected wood truss joints under wind and impact loads", MSthesis, Oregon State University, Corvallis, OR.
|
8 |
ASTM. (2000b), "Standard test methods for direct moisture content measurement of wood and wood-basematerials", ASTM D4442. Annual Book of ASTM Standards, ASTM, West Conshohocken, PA.
|
9 |
Dolan, J.D. (1989), "The dynamic response of timber shear walls", Ph.D. thesis, Dept. of Civil Engineering,University of British Columbia, Vancouver, BC, Canada.
|
10 |
Dolan, J.D., Gutshall, S.T. and McLain, T.E. (1996), "Monotonic and cyclic tests to determine short-term loadduration performance of nail and bolt connections", Research Report No. TE-1994-001. Virginia PolytechnicInstitute and State University, Blacksburg, VA.
|
11 |
Emerson, R. and Fridley, K.J. (1996), "Cyclic loading of truss plate connections", For. Prod. J., 46(5), 83-90.
|
12 |
Kent, S.M., Gupta, R. and Miller, T.H. (1997), "Dynamic behavior of metal-plate-connected wood truss joints",J. Struct. Engrg., 123(8), 1037-1045.
DOI
ScienceOn
|