The racking performance of shear walls with various aspect ratios. Part I. Monotonic tests of fully anchored walls

Forest Products Journal

Volumn 53, Issue 10, 2003, Pages 65-73

  Salenikovich, Alexander J ^a,b   Dolan, J Daniel ^c  

^a UNIVERSITÉ LAVAL   (Canada)

^b MISSISSIPPI STATE UNIVERSITY   (United States)

^c Washington State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ASPECT RATIO; BOLTS; FAILURE ANALYSIS; LIGHT WEIGHT STRUCTURES; LOAD TESTING; SHEAR DEFORMATION; STIFFNESS; STRUCTURAL ANALYSIS; TIMBER;

SHEAR RESISTANCE;

SHEAR WALLS;

EID: 0242273209     PISSN: 00157473     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (18)

1. American Forest and Paper Association (AF&PA). 1997. National design specification (NDS) for wood construction. AF&PA, Washington, DC.
2. American Society for Testing and Materials (ASTM). 1995a. Standard test methods of conducting strength tests of panels for building construction. ASTM E 72-95. ASTM, West Conshohocken, PA.
3. _. 1995b. Standard practice for static load test for shear resistance of framed walls for buildings. ASTM E 564-95. ASTM, West Conshohocken, PA.
4. Andreason, K.R. and J.D. Rose. 1994. Northridge, California earthquake. Structural performance of buildings in San Fernando Valley, California (January 17, 1994). APA Rept. T94-5. American Plywood Assoc., Tacoma, WA. 34 pp.
5. Breyer, D.E., K.J. Fridley, and K.E. Cobeen. 1999. Design of Wood Structures ASD. 4th ed. McGraw-Hill, New York.
6. Commins, A.D. and R.C. Gregg. 1994. Cyclic performance of tall-narrow shearwall assemblies. Simpson Strong-Tie Co., Pleasanton, CA. 12 pp.
7. Diekmann, E.F. 1997. Diaphragms and shearwalls. In: Wood Engineering and Construction. 3rd ed. K.F. Faherty and T.G. Williamson, eds. McGraw-Hill, New York. pp. 8.47-8.79
8. Federal Emergency Management Agency (FEMA). 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings (FEMA Publication 273). FEMA, Washington, DC.
9. International Code Council (ICC). 2000. International Building Code 2000. ICC, Falls Church, VA.
10. Metriguard. 1994. Precision testing equipment for wood. Catalog 21-1. Metriguard, Inc., Pullman, WA. pp. 13-16.
11. Patton-Mallory, M., R.M. Gutkowski, and L.A. Soltis. 1984. Racking performance of light-frame walls sheathed on two sides. Res. Paper FPL 448. USDA Forest Serv., Forest Prod. Lab., Madison, WI.
12. Salenikovich, A.J. 2000. The racking performance of light-frame shear walls. PhD diss. Virginia Polytechnic Inst. and State Univ., Blacksburg, VA.
13. _ and J.D. Dolan. 2003. The packing performance of shear walls with various aspect ratios. Part 2. Cyclic tests of fully-anchored walls. Forest Prod. J. (in press).
14. Simpson Strong-Tie Company. 1995. Wood construction connectors. Simpson Strong-Tie Company, Pleasanton, CA. 76 pp.
15. Tissel, J.R. 1990. Structural panel shear walls. Report 154. American Plywood Assoc., Tacoma, WA. 19 pp.
16. _ and J.D. Rose. 1994. Wood structural panel sheathing for narrow-width wall bracing. Research Report 156. American Plywood Assoc., Tacoma, WA. pp. 20
17. White, M.W. and J.D. Dolan. 1994. Effect of openings and aspect ratio on the dynamic response of timber shear walls. Presented at the Forest Products Society 48th annual meeting. Forest Prod. Soc., Madison, WI.
18. Wolfe, R.W. 1983. Contribution of gypsum wallboard to racking resistance of light-frame walls. Res. Paper FPL 439. USDA Forest Service, Forest Prod. Lab., Madison, WI.