Performance-based design of residential wood-frame buildings for flood based on manageable loss

Journal of Performance of Constructed Facilities

Volumn 23, Issue 2, 2009, Pages 56-64

  Taggart, Mason ^a,b   Van De Lindt, John W ^c  

^a Department of Environmental and Radiological Health Sciences   (United States)

^b Dept of Civil Engineering ^*  (United States)

^c Engineering Research Center and Hydraulics Laboratory   (United States)

Author keywords

Damage; Decision making; Floods; Framed structures; Hazards; System analysis; Wood structures

Indexed keywords

AMERICAN SOCIETY OF CIVIL ENGINEERS; CONSTRUCTION COSTS; CONTROL VARIABLES; DAMAGE; ECONOMIC RISKS; FLOOD HAZARDS; FRAME BUILDINGS; FRAMED STRUCTURES; ILLUSTRATIVE EXAMPLES; MITIGATION STRATEGIES; PERFORMANCE-BASED DESIGNS; RELIABILITY-BASED DESIGNS; STRUCTURAL ENGINEERING INSTITUTES; SYSTEM ANALYSIS; WOOD STRUCTURES; WOOD-BASED PRODUCTS;

DESIGN; FLOODS; LAND USE; RETROFITTING; RISK PERCEPTION; SAFETY ENGINEERING; STRUCTURAL FRAMES; SYSTEMS ANALYSIS; WOODEN BUILDINGS; WOODEN CONSTRUCTION;

WOOD;

DAMAGE; DECISION MAKING; FRAMES; HAZARDS; LAND USE; SAFETY; SYSTEMS ENGINEERING; WOOD STRUCTURE;

EID: 62549084725     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2009)23:2(56)     Document Type: Article

References (13)

1. Aglan, H. (2004). " Field testing of energy-efficient flood-damage-resistant residential envelope systems summary report.." Rep., Oak Ridge National Laboratory, Oak Ridge, Tenn.
2. American Society of Civil Engineers. (2005). " Minimum design loads for buildings and other structures.." ASCE SEI 7-05, ASCE, Reston, Va.
3. Federal Emergency Management Agency (FEMA). (1981). " Design guidelines for flood damage reduction.." FEMA-15, ALA Research Corporation, Washington, D.C.
4. National Institute of Standards and Technology (NIST). (1977). " Performance criteria resource document for innovative construction.." NBSIR 77-1316, NIST, Washington, D.C.
5. National Institute of Standards and Technology (NIST). (2004). " Performance standards for wood-based structural-use panels.." Voluntary Product Standard PS 2-04, Technology Administration, U.S. Dept. of Commerce, NIST, Washington, D.C.
6. O'Halloran, M. R. (1975). " Plywood in hostile environments, physical properties, and applications.." Rep. 132, Technical Services Division, American Plywood Association, Tacoma, Wash.
7. Porter, K., Kiremidjian, A. S., and LeGrue, J. S. (2001). Assembly-based vulnerability of buildings and its use in performance evaluation, Earthquake Engineering Research Institute, Oakland, Calif.
8. Rosowsky, D. V., and Ellingwood, B. R. (2002). " Performance-based engineering of wood-frame housing: Fragility analysis method.." J. Struct. Eng., 128 (1), 32-38.
9. RS Means Company (RS Means). (2003). Square foot costs, 24th Ed., RS Means, Kingston, Mass.
10. Taggart, M. (2007). " Performance-based design of woodframe residential buildings for flood.." MS thesis, Colorado State Univ. Fort Collins, Colo.
11. van de Lindt, J. W. (2005). 1st Invitational Workshop on Performance-Based Design of Woodframe Structures, Colorado State Univ., Fort Collins, Colo., 1-10, 〈 http://www.engr.colostate.edu/~jwv/pdf-files/ 〉.
12. Yeh, B. (1992). " Moisture effect on the bending stiffness of wood-based structural-use panels.." Rep. T92L-13, Technical Services Division, American Plywood Association Tacoma, Wash.
13. Zylkowski, S. C. (1986). " Dimensional stability of structural-use panels.." Rep. R&D86L-43, Research and Development Dept., American Plywood Association Tacoma, Wash.