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Jul 1, 1999
Comparison of Static and Dynamic Response of Timber Shear Walls
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VIEW THE REPLYAuthors: Erol Karacabeyli, J. Daniel Dolan, Ario Ceccotti, Chun Ni, D. W. Dinehart, and H. W. Shenton IIIAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 125, Issue 7
0733-9445(1999)125:7(796)/asset/4b73fb94-9440-4d73-99a0-5da5c6b6c79b/assets/(asce)0733-9445(1999)125:7(796).fp.png)
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References
1.
International Organization for Standardization (ISO). ( 1998). “Timber structures—joints made with mechanical fasteners: Quasi-static reversed-cyclic test method.” Working Draft, Secretariat of ISO TC 165, c/o Standard Council of Canada.
2.
Karacabeyli, E., and Ceccotti, A. (1998). “Nailed wood-frame shear walls for seismic loads: Test results and design considerations.” Proc., Struct. Engrs. World Congr., San Francisco, Calif.
3.
Rose, J. D. (1998). “Preliminary testing of wood structural panel shear walls under cyclic (reversed) loading.” Rep. 158, American Plywood Association, Tacoma, Wash.
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Published In
Journal of Structural Engineering
Volume 125 • Issue 7 • July 1999
Pages: 796 - 799
History
Published online: Jul 1, 1999
Published in print: Jul 1999
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Authors
Affiliations
Erol Karacabeyli
J. Daniel Dolan
Ario Ceccotti
D. W. Dinehart
Associate Members, ASCE
H. W. Shenton III
Associate Members, ASCE
Members, ASCE
June 1998, Vol. 124, No. 6, by David W. Dinehart and Harry W. Shenton III (Paper 15452).
Wood Engrg. Sci., Forintek Canada Corp., 2665 East Mall, Vancouver, B.C., Canada V6T 1W5.
Assoc. Prof., Chair., TS7 Building Seismic Safety Council, Virginia Polytechnic Institute and State University, Dept. of Wood Sciences and Forest Products, 210 Cheatham Hall, VPI & SU, Blacksburg, VA 24061-0503.
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