Effect of hold-down misplacement on strength and stiffness of wood shear walls

Practice Periodical on Structural Design and Construction

Volumn 10, Issue 2, 2005, Pages 79-87

  Lebeda, Daňa J ^a   Gupta, Rakesh ^b   Rosowsky, David V ^b,c   Dolan, J Daniel ^d  

^a Kiewit Pacific Co   (United States)

^b OREGON STATE UNIVERSITY   (United States)

^c TEXAS A AND M UNIVERSITY   (United States)

^d Washington State University   (United States)

Author keywords

Construction inspection; Cyclic loads; Shear walls; Stiffness; Timber construction; Wooden structures

Indexed keywords

CONSTRUCTION INSPECTION; HOLD-DOWNS; TIMBER CONSTRUCTION; WOODEN STRUCTURES;

BOUNDARY CONDITIONS; CYCLIC LOADS; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES; WOODEN CONSTRUCTION;

SHEAR WALLS;

EID: 18444388299     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2005)10:2(79)     Document Type: Article

References (17)

1. ASTM. (2002). "Standard method of static load test for shear resistance of framed walls for buildings." ASTM E 564-95, West Conshohocken, Pa.
2. Consortium of Universities for Research in Earthquake Engineering (CUREE). (1998). The CUREE-Caltech Woodframe Project Newsletter No. 1, Richmond, Calif.
3. Consortium of Universities for Research in Earthquake Engineering (CUREE). (2001). "Woodframe project case studies." CUREE Publication No. W-04, Richmond, Calif.
4. Consortium of Universities for Research in Earthquake Engineering (CUREE). (2002). "Recommendations for earthquake resistance in the design and construction of woodframe buildings." Draft Version C, Richmond, Calif.
5. Dolan, J. D., and Heine, C. P. (1997). "Sequential phased displacement tests of wood-framed shear walls with corners." VPI&SU Rep. No. TE-1997-003, Dept. of Wood Science and Forest Products, Virginia Polytechnic Institute and State University, Blacksburg, Va.
6. Filiatrault, A. (2001). "Woodframe project testing and analysis literature review." Publication W-03, CUREE-Caltech Woodframe Project, Richmond, Calif.
7. Gatto, K., and Uang, C.-M. (2002). "Cyclic response of woodframe shearwalls: Loading protocol and rate of loading effects." Publication W-13, CUREE-Caltech Woodframe Project, Richmond, Calif.
8. International Conference of Building Officials (ICBO). (1997). Uniform building code, Whittier, Calif.
9. Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. (2001). "Development of a testing protocol for wood frame structures." CUREE Publication No. W-02, Richmond, Calif.
10. Langlois, J., Gupta, R., and Miller, T. H. (2004). "Effects of reference displacement and damage accumulation in wood shear walls." J. Struct. Eng., 130(3), 470-479.
11. Lebeda, D. J. (2002). "The effect of hold-down misplacement on the strength and stiffness of wood shear walls." MS thesis, Oregon State University, Corvallis, Ore.
12. Ni, C., and Karacabeyli, E. (2002). "Capacity of shear wall segments without hold-downs." Wood Des. Focus, 12(2), 10-17.
13. Pardoen, G., Waltman, A., Kazanjy, R., Freund, E., and Hamilton, C. (2003). "Testing and analysis of one-story and two-story shear walls under cyclic loading." Publication W-25, CUREE-Caltech Wood-frame Project, Richmond, Calif.
14. Schierle, G. G. (1996). "Quality control in seismic design and construction." J. Perform. Constr. Facil., 10(3), 90-95.
15. Schierle, G. G. (2001). "Woodframe projects case studies." CUREE Publication No. W-04, Consortum of Universities for Research in Earth-quake Engineering, Richmond, Calif.
16. Stahle, R. (2001). "The influence of partial submersion on wood shear wall performance." Diploma thesis, Universitat Karlsruhe, Karlsruhe, Germany.
17. Uang, C.-M. (2001). "Draft report: Loading protocol and rate of loading effects." CUREE-Caltech Woodframe Project Rep., University of California, San Diego.