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American National Standards for Wood Products – Structural Glued Laminated Timber

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9 REFERÊNCIAS BIBLIOGRÁFICAS

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ASTM D1990-97. Standard Practice for Establishing Allowable Properties for Visually Graded Dimension Lumber From In-Grade Test of Full-Size Specimens.

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DOYLE, D.V. ; MARKWARDT, L. J. (1967). Tension Parallel-to-Grain Properties of Southern Pine Dimension Lumber. Research Paper FLP 84, Forest Products Laboratory.

FALK, R. (1997). Design and Performance Aspects of United States and European Glulam. In Proceedings of the Conference on Research Standardization Applications. Technical University Graz, Austria.

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FURIATTI, M. (1981). Classificação Estrutural de Peças de Madeira. Dissertação (Mestrado) - Escola de Engenharia de São Carlos, Universidade de São Paulo. São Carlos, SP.

GALLIGAN, L. W. ; MCDONALD, K. A. (2000). Machine grading of lumber – Practical concerns for lumber producers. Gen. Tech. Rep. FPL-GTR-7 USDA, Department of Agriculture, Forest Service, Madison, WI.39 p.

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Challenge to design, in:Proceedings, American Society of Civil Engineering. Journal of Structural Division.

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GREEN, D. W. ; KRETSCHMANN, D.E. (1987). Properties and Grading of Southern Pine Timbers. Forest Products Journal Volume 47, Nº 9.

GREEN, D. W. ; KRETSCHMANN, D.E. (1999). Wood handbook—Wood as an engineering material - Chapter 6 - Lumber Stress Grades and Design Properties.

Was., D.C., FPL – FS – USDA, Department of Agriculture, Forest Service, Madison.

GREEN, D. W. ; KRETSCHMANN, D.E. (1990). Lumber Property Relationship for engineering Design Standards. Was., D.C., FPL – FS – USDA, Department of Agriculture, Forest Service, Madison.

GREEN, D. W. ; ROSS, R. J.; MCDONALD, K. A. (1993). Production of hardwood machine stress rated lumber. In: Proceedings, 9th international symposium on nondestructive testing of wood. Madison, WI, Forest Products Society, p 141-150.

GREEN, D. W. ; WINANDY, J. E. ; KRETSCHMANN, D. E. (1999). Wood handbook-Wood as an engineering material – Chapter 4 – Mechanical Properties of Wood. Was., D.C., FPL – FS – USDA, Department of Agriculture, Forest Service, Madison.

HERNANDEZ, R. ; MOODY, R. C. (1996). Analisys of Glulam Timber Beams with Mechanically Graded (E-rated) Outer Laminations. in: Proceedinggs of the international wood engineering conference, New Orleans, LA.

INSTITUTO DE PESQUISAS TECNOLÓGICAS DO ESTADO DE SÃO PAULO (1986). Regras NHLA Para Medição e Classificação de Madeiras Duras Serradas.

Tradução de FREITAS, A. R. São Paulo, SP.

JAYNE, B.A. (1959). Vibrational properties of wood as indices of quality. Forest Products Journal. 9(11):

LOO, J. A. ; TAUER, C. C.; McNEW, R.N. (1985). Genetic variation in the time of transition from juvenile to mature wood in loblolly pine (Pinus taeda). Silvae Genet, n34, p.14-19.

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MADSEN, B. (1992). Structural Behaviour of Timber. Timber Engineering Ltd.

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MARTINEZ, M. (2000). Determinação do valor característico da resistência da madeira: Distribuições de probabilidade simétricas e assimétricas. VII Encontro Brasileiro em Madeiras e Estruturas de Madeira, São Carlos, SP.

MELO, J. M. (1984). Classificação Mecânica de Peças Estruturais de Madeira.

Escola de Engenharia de São Carlos, Universidade de São Paulo. São Carlos, SP.

MOODY, R. C. (1977). Improved Utilization of Lumber in Glued Laminated Beams. Research paper FPL 292, Forest Products Laboratory, Madison, WI.

NICHOL, K. (2002). The Art of Lumber Grading.

http://www.kalesnikoff.ca/kevin/sites/grading/toc.html. (28/06/2002).

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OKIMOTO, F. S. ; PFISTER, G. M. ; CALIL, C. (1995). Classificação visual e mecânica de madeiras estruturais. Encontro Brasileiro em Madeiras e em Estruturas de Madeira, 5. Anais. Belo Horizonte : UFMG, 1995.

PIGOZZO, J. C. ; PLETZ, E. ; ROCCO LAHR, F. A. (2000). Aspectos da classificação mecânica de peças estruturais de madeira. VII Encontro Brasileiro em Madeiras e Estruturas de Madeira, São Carlos, SP.

PLESSEY TELECOMMUNICATIONS. (1973). Computermatic MK PIVa Timber Stress Grading Machine. New Soult Wates, Austrália.

PS 20 (1999). American Softwood Lumber Standard. National Institute of Standards and Technology, Washington, DC. 39p.

ROSS, J. R. ; PELLERIN, R. F. (1994). Nondestructive testing for assessing wood members in structures. Gen. Tech. Rep. FPL-GTR-70 USDA, Department of Agriculture, Forest Service, Madison, WI.42 p.

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SHAPIRO, S. S. ; WILK, M. B. (1965). An analysis of variance test for normality (complete samples). Biometrika, 52, 3 e 4, p. 591-611.

SIMPSON, W. ; TENWOLDE, A. (1999). Wood handbook—Wood as an engineering material - Chapter 3 – Physical Properties and Moisture Relations of Wood. Was., D.C., FPL – FS – USDA, Department of Agriculture, Forest Service, Madison.

SOLTIS, L. A. (1999). Wood handbook—Wood as an engineering material - Chapter 8 – Structural Analisys Equations. Was., D.C., FPL – FS – USDA, Department of Agriculture, Forest Service, Madison.

SOUTHERN PINE COUNCIL (1999). Southern Pine Use Guide. Southern Forest Products Association, Kenner, LA.

SOUTHERN PINE INSPECTION BUREAU (1994). Standard Grading Rules for Southern Pine Lumber. Pensacola, Fla.

SOUTHERN PINE INSPECTION BUREAU (1999). Graders Manual for Boards and 2” Dimension. Pensacola, Fla.

SOUTHERN PINE INPECTION BUREAU (2001). Procedures for Mechanically graded lumber. Pensacola, Fla.

STANALKER, J.J.; HARRIS, E.C. (1989). Structural Design in Wood, New York, N.Y.

TUKEY, J. (1977). Exploratory Data Analysis, Addison-Wesley.

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ZOBEL, B. J. (1980). Inherent differences affecting wood quality in fast-grown plantations. In: IUFRO CONFERENCE, Oxford.Proceedings…Oxford:IUFRO Div 50, p169-188.

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