Evolution of wood shear wall testing, modeling, and reliability analysis: Bibliography

Practice Periodical on Structural Design and Construction

Volumn 9, Issue 1, 2004, Pages 44-53

  Van De Lindt, John W ^a  

^a Michigan Technological University   (United States)

Author keywords

Bibliographies; Models; Reliability analysis; Shear walls; Wood

Indexed keywords

RELIABILITY ANALYSIS; SEISMIC DESIGNS; TRANSFER LOADS; WOOD SHEAR WALL TESTING;

BIBLIOGRAPHIES; DECISION MAKING; DYNAMIC LOADS; FASTENERS; RELIABILITY THEORY; SEISMOGRAPHS; STRUCTURAL DESIGN; TESTING; WOOD;

SHEAR WALLS;

BIBLIOGRAPHIES; DESIGN; FASTENERS; HYSTERESIS; SHEARING; TESTING; WOOD;

EID: 12744264997     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2004)9:1(44)     Document Type: Review

References (70)

1. ASTM. (1993). "Proposed standard test method for dynamic properties of connections assembled with mechanical fasteners (3rd draft)." West Conshohocken, Pa.
2. ASTM. (1994). "Standard method of static load test for shear resistance of framed walls for buildings." E 564-76, West Conshohocken, Pa.
3. Atherton, G. H. (1983). "Ultimate strength of structural particleboard diaphragms." Forest Products. J., 33(5), 22-26.
4. Bracci, J. M., and Jones, A. (1998). "Performance of bolted wood-to-concrete connections and bolted connections in plywood shear walls." Proc., Structural Engineering Worldwide, Paper No. T207-2, Elsevier Science, New York.
5. Carney, J. M. (1975). "Bibliography on wood and plywood diaphragms." J. Struct. Div. ASCE, 101(11), 2423-2436.
6. Ceccotti, A., and Foschi, R. O. (1999). "Reliability assessment of wood shear walls under earthquake excitation." Proc., Int. Conf. on Computational Stochastic Mechanics.
7. Cheung, C. K., and Itani, R. Y. (1983). "Analysis of sheathed wood-stud walls." Proc., 8th Conf. on Electronic Computation, ASCE, New York, 683-696.
8. Cheung, C. K., Itani, R. Y., and Polensek, A. (1988). "Characteristics of wood diaphragms: Experimental and parametric studies." Wood Fiber Sci., 20(4), 438-456.
9. Deam, B. L., Dean, J. A., and Buchanan, A. H. (1991). "Full scale testing of 3-story plywood shearwalls." Proc., Pacific Conf. on Earthquake Engineering.
10. Dinehart, D. W., and Shenton, H. W., III. (1998a). "Comparison of the response of timber shear walls with and without passive dampers." Proc., Structural Engineering Worldwide, Paper No. T207-5, Elsevier Science, New York.
11. Dinehart, D. W., and Shenton, H. W., III. (1998b). "Comparison of static and dynamic response of timber shear walls." J. Struct. Eng., 124(6), 686-695.
12. Dinehart, D. W., and Shenton, H. W., III. (2000). "Model for dynamic analysis of wood frame shear walls." J. Eng. Mech., 126(9), 899-908.
13. Dinehart, D. W., Shenton, H. W., III, and Elliott, T. E. (1999). "The dynamic response of wood-frame shear walls with viscoelastic dampers." Earthquake Spectra, 15(1), 67-86.
14. Dolan, J. D., and Filiatrault, A. (1990). "A mathematical model to predict the steady-state response of timber shear walls." Proc., Int. Timber Engineering, 765-772.
15. Dolan, J. D., and Foschi, R. O. (1991). "Structural analysis model for static loads on timber shear walls." J. Struct. Eng., 117(3), 851-861.
16. Dolan, J. D., and Heine, C. P. (1998). "Cyclic response of light-framed shear walls with openings." Proc., Structural Engineering Worldwide, Paper No. T207-3, Elsevier Science, New York.
17. Dolan, J. D., and Madsen, B. (1992). "Monotonic and cyclic tests of timber shear walls." Can. J. Civ. Eng., 19(3), 115-422.
18. Durham, J., Lam, F., and Prion, G. L. (2001). "Seismic resistance of wood shear walls with large OSB panels." J. Struct. Eng., 127(12), 1460-1466.
19. Easley, J. T., Foomani, M., and Dodds, R. H. (1982). "Formulas for wood shear walls." J. Struct. Div. ASCE, 108(11), 2460-2478.
20. Falk, R. H., and Itani, R. Y. (1987). "Dynamic characteristics of wood and gypsum diaphragms." J. Struct. Eng., 113(6), 1357-1370.
21. Falk, R. H., and Itani, R. Y. (1989). "Finite element modeling of wood diaphragms." J. Struct. Eng., 115(3), 543-559.
22. Ficcadenti, S., Steiner, M., Pardoen, G., and Kazanjy, R. (1998). "Cyclic load testing of wood-framed, plywood sheathed shear walls using ASTM E 564 and three loading sequences." Proc., 6th U.S. National Conf. on Earthquake Engineering.
23. Filiatrault, A. (1990a). "Analytical predictions of the seismic response of friction damped timber shear walls." Earthquake Eng. Struct. Dyn., 19, 259-273.
24. Filiatrault, A. (1990b). "Static and dynamic analysis of umber shear walls." Can. J. Civ. Eng., 17(4), 643-651.
25. Filiatrault, A., Fischer, D., Folz, B., and Uang, C.-M. (2002). "Seismic testing of two-story woodframe house: Influence of wall finish materials." J. Struct. Eng., 128(10), 1337-1345.
26. Foliente, G. C. (1995). "Hysteresis modeling of wood joints and structural systems." J. Struct. Eng., 121(6), 1013-1022.
27. Foliente, G. C. (2000). "Reliability assessment of timber shear walls under earthquake loads." Proc., 12th World Conf. on Earthquake Engineering, Paper No. 612.
28. Foliente, G. C., Paevere, P. J., Saito, T., and Kawai, N. (1999). "Seismic reliability analysis of timber buildings." Proc., Pacific Timber Engineering Conf.
29. Folz, B., and Filiatrault, A. (2001). "Cyclic analysis of wood shear walls." J. Struct. Eng., 127(4), 433-441.
30. Foschi, R. O. (1982). "Performance evaluation of shear walls, and diaphragms with waferboard sheathing." Rep. Prepared for Canadian Waferboard Association, Forintek Canada Corp.
31. Gupta, A. K., and Kuo, G. P. (1987). "Wood-framed shear walls with uplifting." J. Struct. Eng., 113(2), 241-259.
32. Gupta, A. K., and Kuo, P.-H. (1985). "Behavior of wood-framed shear walls." J. Struct. Eng., 111(8), 1722-1733.
33. Gutkowski, R. M., and Castillo, A. L. (1988). "Single- and double-sheathed wood shear wall study." J. Struct. Eng., 114(6), 1268-1284.
34. He, M., Lam, F., and Prion, G. L. (1998). "Influence of cyclic test protocols on performance of wood-based shear walls." Can. J. Civ. Eng., 25(3), 539-550.
35. He, M., Magnusson, H., Lam, F., and Prion, H. G. L. (1999). "Cyclic performance of perforated wood shear walls with oversize OSB panels." J. Struct. Eng., 125(1), 10-18.
36. Higgins, C. (2001). "Hysteretic dampers for wood frame shear walls." Proc., 2001 Structures Congress.
37. Itani, R. Y., and Cheung, C. K. (1984). "Nonlinear analysis of sheathed wood diaphragms." J. Struct. Eng., 110(9), 2137-2147.
38. Itani, R. Y., and Robledo, F. M. (1984). "Finite element modeling of light-frame wood walls." Civil engineering for practicing and design engineers, Vol. 3, Pergamon, Tarrytown, N.Y., 1029-1045.
39. Itani, R. Y., Tuomi, R. L., and McCutcheon, W. J. (1982). "Methodology to evaluate racking resistance of nailed walls." Forest Products. J., 32(1), 30-36.
40. Kamiya, F. (1988). "Nonlinear earthquake response analysis of sheathed wood walls by a computer-actuator on-line system." Proc., Int. Conf. on Timber Engineering.
41. Kamiya, F., Sugimoto, K., and Mii, N. (1996). "Pseudo dynamic test of sheathed wood walls." Proc., Int. Wood Engineering Conf., 2, 187-194.
42. Karacabeyli, E., and Ceccotti, A. (1996). "Test results on the lateral resistance of nailed shear walls." Proc., Int. Wood Engineering Conf., 2, 179-186.
43. Karacabeyli, E., and Ceccotti, A. (1998). "Nailed wood-frame shear walls for seismic loads: Test results and design considerations." Proc., Structural Engineering Worldwide, Paper No. 7207-6, Elsevier Science, New York.
44. Karacabeyli, E., Dolan, J. D., Ceccotti, A., and Ni, C. (1999). "Discussion of 'Comparison of static and dynamic response of timber shear walls,' by David W. Dinehart and Harry W. Shenton III." J. Struct. Eng., 125(7), 796-797.
45. Karacabeyli, E., Stiemer, S., and Ni, C. (2001). "MIDPLY shearwall system." A Structural Engineering Odyssey, Proc., 2001 Structural Congress and Exposition, ASCE, Reston, Va.
46. Kasal, B., and Leichti, R. J. (1992). "Nonlinear finite-element model for light-frame stud walls." J. Struct. Eng., 118(11), 3122-3135.
47. Kawai, N. (1998). "Pseudo dynamic tests on shear walls." Proc., 5th World Conf. on Timber Engineering, 412-419.
48. Kawai, N. (1999). "Prediction methods for earthquake response of shear walls." Proc., Pacific Timber Engineering Conf., 317-324.
49. King, A. K., and Deam, B. (1998). "Evaluation of the structural performance of timber framed bracing panels under earthquake attack." Proc., 5th World Conf. on Timber Engineering, 18-25.
50. Lam, F., Prion, H. G. L., and He, M. (1997). "Lateral resistance of wood shear walls with large sheathing panels." J. Struct. Eng., 123(12), 1666-1673.
51. Leiva-Arevena, L. (1996). "Behavior of timber-framed shear walls subjected to reversed cyclic lateral loading." Proc., Int. Wood Engineering Conf., 2, 201-206.
52. McCutcheon, W. J. (1985). "Racking deformations in wood shear walls." J. Struct. Eng., 111(2), 257-269.
53. Nelson, E. L., Wheat, D. L., and Fowler, D. W. (1985). "Structural behavior of wood shear wall assemblies." J. Struct. Eng., 111(3), 654-666.
54. Paevere, P., and Foliente, G. C. (2000). "Hysteretic pinching and degradation effects on dynamic response and reliability." Proc., Int. Conf. on Applications of Statistics and Probability.
55. Patton-Mallory, M., and McCutcheon, W. J. (1987). "Predicting racking performance of walls sheathed on both sides." Forest Products. J., 37(9), 27-32.
56. Patton-Mallory, M., and Wolfe, R. W. (1985). "Light-frame shear wall length and opening effects." J. Struct. Eng., 111(10), 2227-2239.
57. Peterson, J. (1983). "Bibliography on lumber and wood panel diaphragms." J. Struct. Eng., 109(12), 2838-2852.
58. Polensek, A., and Schimel, B. D. (1991). "Dynamic properties of light-frame wood subsystems." J. Struct. Eng., 117(4), 1079-1095.
59. Richard, N., Daudevill, L., Davenne, L., and Kawai, N. (1998). "Numerical analysis of seismic response of timber shear walls with nailed joints." Proc., 11th European Conf. on Earthquake Engineering.
60. Rosowsky, D. V. (2002). "Reliability-based seismic design of wood shear walls." J. Struct. Eng., 128(11), 1439-1453.
61. Schmid, B. L., Neilsen, M., and Linderman, R. R. (1994). "Narrow plywood shear panels." Earthquake Spectra, 10(3), 569-588.
62. Serrette, R. L., Encalada, J., Juadines, M., and Nguyen, H. (1997). "Static racking behavior of plywood, OSB, gypsum, and fiberbond walls with metal framing." J. Struct. Eng., 123(8), 1079-1086.
63. Shenton, H. W., III, Dinehart, D. W., and Elliott, T. E. (1998). "Stiffness and energy degradation of wood frame shear walls." Can. J. Civ. Eng., 25(3), 412-423.
64. Shepherd, R. (1996). "Standardized experimental testing procedure for low-rise structures." Earthquake Spectra, 12(1), 111-127.
65. Shipp, J. G., Erickson, T. W., and Rhodebeck, M. (2000). "Plywood shearwalls: Cyclical testing gives new design insight." Struct. Eng., (July), 34-37.
66. Skaggs, T. D., and Rose, J. D. (1996). "Cyclic load testing of wood structural panel shear walls." Proc., Int. Wood Engineering Conf., 2, 195-200.
67. Stewart, W. G., Dean, J. A., and Carr, A. J. (1988). "The earthquake behavior of plywood sheathed shearwalls." Proc., Int. Conf. on Timber Engineering, 248-261.
68. van de Lindt, J. W., and Walz, M. A. (2003). "Development and application of wood shear wall reliability model." J. Struct. Eng., 129(3), 405-413.
69. White, M. W., and Dolan, J. D. (1995). "Nonlinear shear-wall analysis." J. Struct. Eng., 121(11), 1629-1635.
70. Yamaguchi, N., and Minowa, C. (1998). "Dyamic performance of wooden bearing walls by shaking table test." Proc., 5th World Conf. on Timber Engineering, 26-33.