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Diaphragm Action and Design - Springer http://link.springer.com/chapter/10.1007/978-1-4684-9996-4_12[04-06-2014 9:06:05] Related Content Supplementary Material (0) References (22) 1. Peterson, J., “Bibliography on Lumber and Wood Panel Diaphragms,” Journal of Structural Engineering, ASCE, 109 (12), Dec. 1983. 2. Applied Technology Council, Guidelines for the Design of Horizontal Wood Diaphragms, ATC, Berkeley, CA, 1981. residential wood structures, however, lateral-load resistance is assured by conformance to code rules for structural details. Close Page 1

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Page 1: Diaphragm Action and Design - Springer

Diaphragm Action and Design - Springer

http://link.springer.com/chapter/10.1007/978-1-4684-9996-4_12[04-06-2014 9:06:05]

Related Content

Supplementary Material (0)

References (22)

1. Peterson, J., “Bibliography on Lumber and Wood Panel Diaphragms,” Journal of Structural Engineering, ASCE, 109 (12), Dec. 1983.

2. Applied Technology Council, Guidelines for the Design of Horizontal Wood Diaphragms, ATC, Berkeley, CA, 1981.

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Structural Design in WoodVNR Structural Engineering Series 1989, pp 261-284

Diaphragm Action and DesignJudith J. Stalnaker Ph.D., P.E., Ernest C. Harris Ph.D., P.E.

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AbstractIn addition to designing for gravity loads, the designer must proportion a structure to resist lateral loads caused bywind or earthquake. After every major earthquake, such as the Mexico City one in September 1985, there isrenewed interest in improving wind and seismic provisions of building codes and in understanding better the effectof dynamic loads on structures. Designing for lateral loads is an important consideration in most structures. Forresidential wood structures, however, lateral-load resistance is assured by conformance to code rules for structuraldetails.

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Page 2: Diaphragm Action and Design - Springer

Diaphragm Action and Design - Springer

http://link.springer.com/chapter/10.1007/978-1-4684-9996-4_12[04-06-2014 9:06:05]

TitleDiaphragm Action and Design

Book Title» Structural Design in Wood

Pagespp 261-284

Copyright1989

DOI10.1007/978-1-4684-9996-4_12

Print ISBN978-1-4684-9998-8

Topics» Science, general

eBook Packages» eBook Package english Humanities, SocialSciences & Law» eBook Package english full Collection

AuthorsJudith J. Stalnaker Ph.D., P.E. (2)

Ernest C. Harris Ph.D., P.E. (2)

Author Affiliations2. University of Colorado at Denver, Denver,Colorado, USA

3. National Design Specification for Wood Construction,National Forest Products Association, Washington, DC, 1986.

4. Western Woods Use Book,2nd ed., Western Wood Products Association, Portland, OR, 1979.

5. Uniform Building Code,Intemational Conference of Building Officials, Whittier, CA, 1985.

6. Tarpy, T. S., D. J. Thomas, and L. A. Soltis, “Continuous Timber Diaphragms,” Journal of Structural Engineering, ASCE, 111 (5), May 1985, pp. 992–1002. » CrossRef

7. Tissell, J. R., and J. R. Elliott, Research Report 138, American Plywood Association, Tacoma, WA, 1983.

8. Plywood Design Specification,American Plywood Association, Tacoma, WA, 1985.

9. Plywood Diaphragm Construction,American Plywood Association, Tacoma, WA, 1976.

10. Bower, W. H., “Lateral Analysis of Plywood Diaphragms,” ASCE, Journal of the Structural Division, 100 (ST4), Apr. 1974, pp. 759–772.

11. Patton-Mallory, M., R. W. Wolfe, L. A. Soltis and R. M. Gutkowski, “Light-Frame Shear Wall Length and Opening Effects,” Journal of Structural Engineering, ASCE, 111(10), Oct. 1985, pp. 2227–2239.

12. McCutcheon, W. J., “Racking Deformations in Wood Shear Walls,” Journal of Structural Engineering, ASCE, 111 (2), Feb. 1985, pp. 257–269. » CrossRef

13. Gupta, A. K., and G. P. Kuo, “Behavior of Wood-Framed Shear Walls,” Journal of Structural Engineering, ASCE, 111 (8), Aug. 1985, pp. 1722–1733. » CrossRef

14. Marsh, M. L., and E. G. Burdette, “Anchorage of Steel Building Components to Concrete,” Engineering Journal, AISC, 22(1), 1st Quarter, 1985.

15. Shipp, J. G., and E. R. Haninger, “Design of Headed Anchor Bolts,” Engineering Journal, AISC, 20(2), 2nd Quarter, 1983.

16. ACI Committee 349, Code Requirements for Nuclear Safety Related Concrete Structures (ACI 349–80), Appendix B-Steel Embedments, American Concrete Institute,Detroit MI, 1980.

17. PCI Design Handbook,2nd ed., Prestressed Concrete Institute, Chicago, IL, 1978.

18. Polensek, Anton, and Boyd Schimel, “Rotational Restraint of Wood-Stud Wall Supports,” Journal of Structural Engineering, ASCE, 112 (6), June 1986, pp. 1247–1262.» CrossRef

19. Breyer, Donald E., Design of Wood Structures, McGraw-Hill, New York, 1980.

20. Diekmann, E. F., “Design Details for the Transfer of Forces in Wood Diaphragms to Vertical Elements,” Proceedings of Workshop on Design of Horizontal WoodDiaphragms, Applied Technology Council, Berkeley, CA, 1980.

21. Polensek, Anton, “Strength and Stiffness of Walls with Wood and Steel Studs,” Forest Products Journal, 27 (2), 1977, pp. 45–53.

22. Report No. 2392P, Intemational Conference of Building Officials, Whittier, CA, June, 1982.

About this Chapter

Page 3: Diaphragm Action and Design - Springer

Diaphragm Action and Design - Springer

http://link.springer.com/chapter/10.1007/978-1-4684-9996-4_12[04-06-2014 9:06:05]

Online ISBN978-1-4684-9996-4

Series Title» VNR Structural Engineering Series

PublisherSpringer US

Copyright HolderSpringer-Verlag US

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