Endurance of Deck-to-Deck Connections in Transverse Hardwood Glulam Decks

Author:

LaCross Vincent D.12345,Manbeck Harvey B.12345,Witmer Ray W.12345,Laman Jeffrey A.12345,Janowiak John J.12345

Affiliation:

1. Members, ASCE

2. Struct. Engr., RETTEW Associates, Inc., Harrisburg, PA 17111.

3. Distinguished Prof. of Agric. and Biol. Engrg., Pennsylvania State Univ., University Park, PA 16802.

4. Instructor, Dept. of Civ. and Envir. Engrg., Pennsylvania State Univ., University Park, PA.

5. Asst. Prof. of Civ. Engrg., Dept. of Civ. and Envir. Engrg., Pennsylvania State Univ., University Park, PA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. AASHTO LRFD bridge design specifications . (1994). American Association of State Highway and Transportation Officials (AASHTO) Washington D.C.

2. LaCross V. D. ( 1997). “Fatigue of interconnected deck connections in hard wood glued-laminated bridge decks ” MS thesis Pennsylvania State University University Park Pa.

3. McCutcheon W. J. and Tuomi R. L. ( 1973). “Procedure for design of glued-laminated orthotropic bridge decks.” Res. Paper FPL 210 USDA Forest Service Forest Products Laboratory Madison Wis.

4. McCutcheon W. J. and Tuomi R. L. ( 1974). “Simplified design procedure for glued-laminated bridge decks.” Res. Paper FPL 233 USDA Forest Service Forest Products Laboratory Madison Wis.

5. NELMA. ( 1991). Northeastern Lumber Manufacturers Association Fallmouth Me.

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