The effect of biological deterioration on the seismic performance of woodframe shearwalls

Computer-Aided Civil and Infrastructure Engineering

Volumn 21, Issue 3, 2006, Pages 205-215

  Kim, Jun Hee ^a   Kent, Scott M ^b   Rosowsky, David V ^c  

^a Lochsa Engineering Inc   (United States)

^b Residential Engineering   (United States)

^c TEXAS A AND M UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BIOLOGY; DECAY (ORGANIC); DETERIORATION; FUNGI; MATHEMATICAL MODELS; STRUCTURAL FRAMES; WOOD; WOODEN CONSTRUCTION;

BIOLOGICAL DETERIORATION; FUNGAL ATTACK; LIGHT-FRAME WOOD; SEISMIC LOADING; SEISMIC PERFORMANCE; WOODFRAME SHEARWALLS;

WALLS (STRUCTURAL PARTITIONS);

BIOLOGY; DECAY (ORGANIC); DETERIORATION; FUNGI; MATHEMATICAL MODELS; STRUCTURAL FRAMES; WALLS (STRUCTURAL PARTITIONS); WOOD; WOODEN CONSTRUCTION;

BIODEGRADATION; DISPLACEMENT; FUNGICIDE; GROUND MOTION; LOADING; NUMERICAL MODEL; PERFORMANCE ASSESSMENT; SEISMIC RESPONSE; WALL;

BIOLOGY; DECAY; DEGRADATION; FRAMES; FUNGI; MATHEMATICAL MODELS; WALLS; WOOD STRUCTURE;

FUNGI;

EID: 33645967474     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2006.00428.x     Document Type: Article

References (24)

1. Carll, C. (2000), Rainwater intrusion in light-frame building walls, in Proceedings of the 2nd Annual Conference on Durability and Disaster Mitigation in Wood-Frame Housing, Forest Products Society, Madison, WI, 33-40.
2. Chui, Y. & Ni, C. (1998), Stress-strain relationship of common wire nails under reversed cyclic loading, Journal of Testing and Evaluation, 26 (5), 420-5.
3. Durham, J. P. (1998), Seismic response of wood shearwalls with oversized oriented strand board panels, MA-Sc Thesis, University of British Columbia, Vancouver, Canada.
4. Ellingwood, B. R., Rosowsky, D. V., Li, Y. & Kim, J. H. (2004), Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards, ASCE Journal of Structural Engineering, 130 (12), 1921-30.
5. FEMA (2000a), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington DC.
6. FEMA (2000b), Global Topics Report on the Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington DC.
7. Filiatrault, A. & Folz, B. (2002), Performance-based seismic design of wood framed buildings, Journal of Structural Engineering, ASCE, 128 (1), 39-47.
8. Folz, B. & Filiatrault, A. (2000), CASHEW-Version 1.0: A Computer Program for Cyclic Analysis of Wood Shear Walls, CUREE Publication No. W-08, Consortium of Universities for Research in Earthquake Engineering, Richmond, CA.
9. Folz, B. & Filiatrault, A. (2001), Cyclic analysis of wood shear walls, Journal of Structural Engineering, ASCE, 127 (4), 433-41.
10. Foschi, R. (1974), Load-slip characteristics of nails, Wood Science, 7 (1), 69-76.
11. Foschi, R. & Bonac, T. (1977), Load-slip characteristics for connections with common nails, Wood Science, 9 (3), 118-23.
12. ICBO (1997), Uniform Building Code, International Conference of Building Officials, Whittier, CA.
13. Kent, S. M. (2004), The effect of biological deterioration on the performance of nailed oriented strand board sheathing to douglas-fir framing member connections, Ph.D. Dissertation, Department of Wood Science and Engineering, Oregon State University, Corvallis, OR.
14. Kim, J. H. (2003), Performance-based seismic design of light-frame shearwalls, Ph.D. Dissertation, Department of Civil, Construction and Environmental Engineering, Oregon State University, Corvallis, OR.
15. Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A. & Medina, R. (2000), Development of a Testing Protocol for Woodframe Structures, CUREE Publication No. W-02, Consortium of Universities for Research in Earthquake Engineering, Richmond, CA.
16. Nanami, N., Shibusawa, T., Sato, M., Arima, T. & Kawai, M. (2000), Durability assessment of wood-framed walls and mechanical properties of plywood in use, in Proceedings of the World Conference on Timber Engineering, British Columbia, University of British Columbia.
17. Polensek, A. & Bastendorff, K. (1987), Damping in nailed joints of light-framed wood buildings, Wood and Fiber Science, 19, 110-25.
18. Rosowsky, D. (2002), Reliability-based seismic design of wood shear walls, Journal of Structural Engineering, ASCE, 128 (11), 1439-53.
19. Rosowsky, D. & Ellingwood, B. (2002), Performance-based engineering of wood frame housing: A fragility analysis methodology, Journal of Structural Engineering, ASCE, 128 (1), 32-8.
20. Rosowsky, D. V. & Kim, J. H. (2002a), Reliability Studies, CUREE Publication No. W-10, Consortium of Universities for Research in Earthquake Engineering, Richmond, CA.
21. Rosowsky, D. V. & Kim, J. H. (2002b), Performance-based seismic design of wood shearwalls, in Proceedings of the World Conference on Timber Engineering (WCTE 2002), Selangor, Malaysia.
22. Rosowsky, D. V. & Kim, J. H. (2003), A probabilistic framework for performance-based design of wood shearwalls, in Proceedings of the 9th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP9), San Francisco, CA.
23. Smulski, S. (2000a), Durability of energy-efficient wood-frame houses, in Proceedings of the World Conference on Timber Engineering, Whistler, British Columbia, University of British Columbia.
24. Smulski, S. (2000b), Moisture-caused problems in energy-efficient houses, in Proceedings of the Annual Conference on Durability and Disaster Mitigation in Wood-Frame Housing, Forest Products Society, Madison, WI, 11-7.