Behavior of a one-sixth scale wood-framed residential structure under wave loading

Journal of Performance of Constructed Facilities

Volumn 23, Issue 5, 2009, Pages 336-345

  Wilson, Jebediah S ^a   Gupta, Rakesh ^a   Van De Lindt, John W ^b   Clauson, Milo ^a   Garcia, Rachel ^b  

^a OREGON STATE UNIVERSITY   (United States)

^b Department of Mechanical Engineering   (United States)

Author keywords

Buildings, residential; Floods; Frames; Structural behavior; Wood structures

Indexed keywords

BUILDING CONFIGURATION; BUILDINGS, RESIDENTIAL; CLOSED CONDITION; FRAMES; LOAD DISTRIBUTIONS; LOADING CONDITION; NON-FLOODED CONDITIONS; OPEN CONDITION; OVERTURNING MOMENT; QUALITATIVE ANALYSIS; RESIDENTIAL BUILDING MODEL; RESIDENTIAL STRUCTURES; STRUCTURAL BEHAVIOR; STRUCTURAL STIFFNESS; TEST CONDITION; UPLIFT FORCES; WAVE LOADINGS; WOOD STRUCTURES;

APARTMENT HOUSES; FLOODS; MECHANICAL WAVES; WATER ANALYSIS; WINDOWS; WOOD; WOODEN BUILDINGS; WOODEN CONSTRUCTION;

LOADS (FORCES);

BUILDINGS; FLOODS; FRAMES; LOADS; WATER ANALYSIS; WINDOWS; WOOD STRUCTURE;

EID: 70349349034     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CF.1943-5509.0000039     Document Type: Article

References (15)

1. American Forest and Paper Association (AFPA). (2006). Guide to Wood Construction in High Wind Areas for One- and Two-Family Dwellings -130 mph Exposure B Wind Zone, Washington, D.C.
2. Arnason, H. (2005). " Interactions between an incident bore and a free-standing coastal structure.." Ph.D. thesis, Univ. of Washington, Seattle.
3. ASCE. (2005). " Minimum design loads for buildings and other structures.." ASCE/SEI 7-05, Reston, Va.
4. FEMA. (2005). " Coastal construction manual: Principles and practices of planning, siting, designing, constructing, and maintaining buildings in coastal areas.." FEMA 55, 3rd Ed., Washington, D.C.
5. Garcia, R. (2008). " Wave and surge loading on light-frame wood structures.." MS thesis, Colorado State Univ., Fort Collins, Colo.
6. Goring, N. D. (1979). " Tsunamis-The propagation of long waves onto a shelf.." Rep. No. KH-R-38, W. M. Keck Laboratory, California Institute of Technology, Pasadena, Calif.
7. HBC. (2000). Department of Planning and Permitting of Honolulu Hawaii. City and County of Honolulu Building Code, Chapter 16, Article 11, Honolulu, 〈http://www.co.honolulu.hi.us/Refs/ROH/16a1.htm〉.
8. National Weather Service. (2005). " Hurricane Katrina, a climatological perspective.." Technical Rep. No. 2005-01, National Oceanic and Atmospheric Administration, National Weather Service, Silver Spring, Md.
9. Ramsden, J. D. (1993). " Tsunamis: Forces on a vertical wall caused by long waves, bores, and surges on a dry bed.." Rep. No. KH-R-54, W. M. Keck Laboratory, California Institute of Technology, Pasadena, Calif.
10. Su, C. H., and Mirie, R. M. (1980). " On head-on collisions between two solitary waves.." J. Fluid Mech. 0022-1120, 98 (3), 509-525. 10.1017/S0022112080000262
11. Thusyanthan, N. I., and Madabhushi, S. P. G. (2008). " Tsunami wave loading on coastal houses: A model approach.." New Civ. Eng. Int. 0307-7683, 161 (2), 77-86.
12. van de Lindt, J. W., Graettinger, A., Gupta, R., Skaggs, T., Pryor, S., and Fridley, K. J. (2007). " Performance of wood-frame structures during Hurricane Katrina.." J. Perform. Constr. Facil. 0887-3828, 21 (2), 108-116. 10.1061/(ASCE)0887-3828(2007)21:2(108) (Pubitemid 46447990)
13. Wilson, J. (2008). " Behavior of a 1/6th scale, two-story, wood-framed residential structure under surge wave loading.." MS thesis, Oregon State Univ., Corvallis, Ore.
14. Wydajewski, K. J. (1998). " Response of breakaway walls to hydrodynamic wave loading.." MS thesis, Oregon State Univ., Corvallis, Ore.
15. Yeh, H., Robertson, I., and Preuss, J. (2005). Development of design guidelines for structures that serve as tsunami vertical evacuation sites, National Tsunami Hazard Mitigation Program, NTHMP, Seattle.