Performance of partially and fully anchored wood-frame shear walls under earthquake loads

Forest Products Journal

Volumn 59, Issue 5, 2009, Pages 42-52

  Seaders, J Peter ^a   Miller, Thomas H ^b   Gupta, Rakesh ^c  

^a MSS Inc   (United States)

^b Oregon State University   (United States)

^c OREGON STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORED WALL; COLLAPSE PREVENTION; DOUGLAS FIR; EARTHQUAKE LOAD; GROUND MOTIONS; GYPSUM WALLBOARDS; HYSTERESIS CURVE; INITIAL STIFFNESS; LIMIT STATE; LOAD DEFLECTION; LOADING PROTOCOLS; ORIENTED STRANDBOARD PANELS; PEAK STRENGTH; PERFORMANCE MEASURE; PERFORMANCE VARIABILITY; PROBABILITY OF EXCEEDANCE; SEATTLE; SUBDUCTION ZONES; TIME HISTORY;

BUILDING MATERIALS; GYPSUM; SHEAR WALLS;

EARTHQUAKES;

PSEUDOTSUGA; PSEUDOTSUGA MENZIESII;

EID: 69849099698     PISSN: 00157473     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (29)

1. American Soc. of Civil Engineers (ASCE). 2007. Seismic rehabilitation of existing buildings. ASCE/SEI 41-106 ASCE, Reston, VA.
2. American Soc. of Testing and Materials (ASTM). 2000. Standard method of static load test for shear resistance of framed walls for buildings. ASTM E564-00. ASTM, West Conshohocken, PA.
3. -. 2001. Standard test methods for cyclic (reversed) load test for shear resistance of framed walls for buildings. ASTM E212602a. West Conshohocken, PA.
4. Atwater, B. 1987. Evidence of great Holocene earthquakes along the outer coast of Washington state. Sci. 236(5):942-944. (Pubitemid 18291467)
5. Ceccotti, A. and E. Karacabeyli. 2002. Validation of seismic design parameters for wood-frame shear wall systems. Can. J. Civ. Eng. 29(5):484-498.
6. City of Los Angeles/UC Irvine (CoLA/UCI). 2001. Light frame test committee 2001: Rept. of a testing program of light framed walls with wood-sheathed shear panels. Final report to the city of Los Angeles Dept. of Building Safety.
7. Cobeen, K., J. Russell, and D.J. Dolan. 2004. Recommendations for earthquake resistance in the design and construction of woodframe buildings. CUREE Publication No. W-30b. Stanford Univ., Stanford, CA.
8. Dean, J.A., W.G. Stewart, and A.J. Carr. 1988. The earthquake behavior of plywood sheathed shear walls. In: Proc. 1988 Inter. Conf. on Timber Engineering. Vol.2. Seattle, Washington.
9. Dinehart, D.W. and H.W. Shenton, III. 1998. Comparison of static and dynamic response of timber shear walls. J. Struct Eng. 124(6):686-695.
10. Dolan, J.D. 1989. The dynamic response of timber shear walls. Ph.D. thesis, Univ. of British Columbia, Vancouver, BC, Canada.
11. Duram, J., F. Lam, and H. Prion. 2001. Seismic resistance of wood shear walls with large OSB panels. J. Struct. Eng. 127(12): 1460-1466.
12. Earthquake Engineering Res. Inst. (EERI). 1996. Northridge earthquake of January 17,1994 reconnaissance report. Vol.2. Earthquake Spectra, Supplement C, Vol.11.
13. Falk, R.H. and R.Y. Itani. 1987. Dynamic characteristics of wood and gypsum diaphragms. J. Struct. Eng. 113(6):1357-1370.
14. Filiatrault, A. and R. Foschi. 1991. Static and dynamic tests of timber shear walls fastened with nails and wood adhesive. Can. J. Civ. Eng. 18(5):749-755.
15. Inter. Code Council (ICC). 2006a. Inter. Residential Code. ICC, Whittier, CA.
16. -. 2006b. Inter. Building Code. ICC, Whittier, CA.
17. Inter. Conf. of Building Officials (ICBO). 1997. Uniform Building Code. ICBO, Whittier, CA.
18. Kamiya, F., K. Sugimoto, and N. Mii. 1996. Pseudo dynamic test of sheathed wood walls. In: Proc. Inter. Wood Engineering Conf. Vol.2. pp. 187-194.
19. Karacabeyli, E. Ceccotti, A. 1998. Nailed Wood-Frame Shear Walls for Seismic Loads: Test Results and Design Considerations. Structural Engineering World Wide. Paper No. T207-6. Elsevier, New York.
20. -, J.D. Dolan, A. Ceccotti, and C. Ni. 1999. Comparison ofstatic and dynamic response of timber shear walls: Discussion. J. Struct. Engr. 125(7):796-797.
21. Kawai, N. 1998. Pseudo dynamic tests on shear walls. In: Proc. 5th World Conf. on Timber Engineering, pp. 412-419.
22. Seaders, P.J. 2004. Performance of partially and fully anchored wood frame shear walls under monotonie, cyclic and earthquake loads. M.S. thesis, Oregon State Univ., Corvallis, OR.
23. Seible, F., A. Filiatrault, and C.-M. Uang (Eds). 1999. Proc. of the Invitational Workshop on Seismic Testing, Analysis and Design of Woodframe Testing. CUREE Publication No. W-Ol. Stanford Univ., Stanford, CA.
24. Somerville, P., N. Smith, S. Punyamurthula, and J. Sun. 1997. Development of ground motion time histories for phase 2 of the FEMA/ SAC steel project. Rept. No. SAC/BD-97/04. SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
25. Structural Engineers Assoc, of Southern California (SEAOSC). 1996. Standard method of cyclic (reversed) load test for shear resistance of framed walls for buildings. SEAOSC, Whittier, CA.
26. U.S. Census Bureau. 2004a. Value of residential construction put in place-Seasonally adjusted annual rate, http://www.census.gov/ const/C30/residentialsa.pdf. Accessed 9/16/04.
27. -. 2004b. Quarterly starts and completions by purpose and design. http/www.census.gov/const/www/quarterly-starts-completions. pdf. Accessed 9/16/04.
28. Yamaguchi, N., E. Karacabeyli, C. Minowa, N. Kawai, K. Watanabe, and I. Nakamura. 2000. Seismic performance of nailed wood-frame walls. In: Proc. World Conf. on Timber Engineering, Whistler, BC, Canada. July 31-August 3, 2000. Paper No. 8-1-1.
29. -and C. Minowa. 1998. Dynamic performance of wooden bearing walls by shaking table test. In: Proc. 5th World Conf. on Timber Engineering, pp. 26-33.