Reinforcing Transverse Glulam Deck Panels with Through-bolted Glulam Stiffener Beams: Theoretical Analysis-Reference-Cited by-同舟云学术

Reinforcing Transverse Glulam Deck Panels with Through-bolted Glulam Stiffener Beams: Theoretical Analysis

Published:2002-11 Issue:6 Volume:7 Page:367-371
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Witmer Ray W.¹,Manbeck Harvey B.²,Janowiak John J.³,Schram Perry⁴

Affiliation:

1. Assistant Professor, Dept. of Engineering, Univ. of Tennessee at Martin, Martin, TN 38238.

2. Distinguished Professor, Dept. of Agricultural and Biological Engineering, Pennsylvania State Univ., University Park, PA 16802.

3. Associate Professor, Wood Products, Pennsylvania State Univ., University Park, PA 16802.

4. Structural Engineer, Powers and Schram, Inc., 2545 North Atherton St., State College, PA 16803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282002%297%3A6%28367%29

Reference10 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). AASHTO bridge design specifications Washington D.C.

2. American Forest and Paper Products Association (AFPA). (1997). National design specifications for wood construction Washington D.C.

3. ASTM. (1998). “Standard test methods for establishing clear wood strength values.” D 2555-96 West Conshohocken Pa.

4. LaCross V. D. (1997). “Fatigue of interconnected deck connections in hardwood glued-laminated bridge decks.” MS thesis Agricultural and Biological Engineering Pennsylvania State Univ. University Park Pa.

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