Design Criteria for Portable Timber Bridge Systems: Static versus Dynamic Loads
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[1] Hota V. S. GangaRao,et al. DEVELOPMENT OF ECONOMICAL LOW-VOLUME ROAD BRIDGES , 1988 .
[2] Michael A. Ritter,et al. PORTABLE GLULAM TIMBER BRIDGE DESIGN FOR LOW-VOLUME FOREST ROADS , 1995 .
[3] Michael A. Ritter,et al. Timber Bridges: Design, Construction, Inspection, and Maintenance , 1990 .
[4] W W Sanders,et al. Design Criteria for Theater of Operations Glued-Laminated Timber Highway Bridges. Volume II. Appendices A-E. , 1977 .
[5] Terry J Wipf,et al. DYNAMIC EVALUATION OF TIMBER BRIDGES , 1996 .
[6] Guk-Rwang Won. American Society for Testing and Materials , 1987 .
[7] L. Swift,et al. Forest road design to minimize erosion in the Southern Appalachians , 1985 .
[8] Michael A. Ritter,et al. Portable Glulam Timber Bridge Systems , 1997 .
[9] Michael A. Ritter,et al. Portable T-Section Glulam Timber Bridge Modules: Modeling and Performance , 2001 .
[10] R. Rothwell,et al. Erosion and Sediment Control At Road-Stream Crossings , 1983 .
[11] Charles R. Blinn,et al. Temporary stream and wetland crossing options for forest management. , 1998 .
[12] Steven E. Taylor,et al. What We Know--and Don't Know--About Water Quality at Stream Crossings , 1999 .