Seismic behavior of wood diaphragms in pre-1950s unreinforced masonry buildings

Journal of Structural Engineering

Volumn 130, Issue 12, 2004, Pages 2040-2050

  Peralta, David F ^a   Bracci, Joseph M ^b   Hueste, Mary Beth D ^b  

^a Unintech Consulting Engineers Inc   (United States)

^b TEXAS A AND M UNIVERSITY   (United States)

Author keywords

Bolted; Connections; Diaphragms; Experimental data; Rehabilitation; Seismic response; Wood floors

Indexed keywords

BOLTED; EXPERIMENTAL DATA; MASONRY BUILDINGS; MASONRY WALLS; SEISMIC RESPONSE; WOOD DIAPHRAGMS; WOOD FLOORS;

BUILDINGS; CYCLIC LOADS; DEFORMATION; DIAPHRAGMS; FINITE ELEMENT METHOD; MASONRY CONSTRUCTION; STEEL STRUCTURES; STIFFNESS; TRUSSES;

WOOD PRODUCTS;

BUILDINGS; CYCLIC LOADS; DIAPHRAGMS; FINITE ELEMENT ANALYSIS; JOINTS; STEEL; WOOD PRODUCTS;

EID: 13844272040     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:12(2040)     Document Type: Article

References (13)

1. American Forest & Paper Association (AF&PA). (1996). LRFD manual for engineered wood construction, Washington, D.C.
2. American Forest & Paper Association (AF&PA). (1997). National design specification for wood construction, NDS, Washington, D.C.
3. American Forest & Paper Association/American Society of Civil Engineers (AF&PA/ASCE). (1995). "Standard for load and resistance factor design (LRFD) for engineered wood construction." AF&PA/ASCE 16-95, Reston, Va.
4. American Society of Civil Engineers (ASCE). (2000). "Prestandard and commentary for the seismic rehabilitation of buildings." FEMA Publication 356, Federal Emergency Management Agency, Washington, D.C.
5. APA - The Engineered Wood Association (APA). (1985). Design/construction guide - Residential and commercial, Tacoma, Wash.
6. Applied Technology Council (ATC). (1997a). "NEHRP guidelines for the seismic rehabilitation of buildings." FEMA Publication 273, Building Seismic Safety Council, Washington, D.C.
7. Applied Technology Council (ATC). (1997b). "NEHRP commentary on the guidelines for the seismic rehabilitation of buildings." FEMA Publication 274, Building Seismic Safety Council, Washington, D. C.
8. Bruneau, M. (1994). "State-of-the-art report on seismic performance of unreinforced masonry buildings." J. Struct. Eng. 120(1), 230-251.
9. Hamburger, R. O., and McCormick, D. L. (1994). "Implications of the January 17, 1994 Northridge Earthquake on tilt-up and masonry buildings with wood roofs." Northridge Earthquake: Lessons Learned, 1994 SEAONC Spring Seminar, San Francisco.
10. Mahin, S., and Bertero, V. V. (1981). "An Evaluation of inelastic seismic design spectra." J. Struct. Div. ASCE 107(9), 1777-1795.
11. Peralta, D. F., Bracci, J. M., and Hueste, M. D. (2003). Seismic performance of rehabilitated wood diaphragms, Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, CD Release 03-01.
12. Stelzer, C. D. (1999). "On Shaky Ground." St. Louis Riverfront Times, 〈www.riverfronttimes.com/issues/1999-12-15/feature.html〉 (Dec. 15)
13. Tissell, J. R., and Elliott, P. E. (1997). "Plywood diaphragms." Rep. 138, The Engineered Wood Association (APA), Tacoma, Wash.