Comparison of static and dynamic response of timber shear walls

Journal of Structural Engineering

Volumn 125, Issue 7, 1999, Pages 796-797

  Karacabeyli, Erol ^a   Dolan, J Daniel ^b   Ceccotti, Ario ^c   Ni, Chun ^a  

^a FORINTEK CANADA CORP   (Canada)

^b VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

^c UNIVERSITY OF FLORENCE   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0347564199     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1999)125:7(796)     Document Type: Article

References (2)

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.