1 |
American Society of Civil Engineers (2005), Minimum Design Loads for Buildings and Other Structures, ASCE/ SEI 7-05, ASCE, Reston, VA.
|
2 |
Dao, T.N. and van de Lindt, J.W. (2008), "New nonlinear roof sheathing fastener model for use in finite element wind load applications", J. Struct. Eng.-ASCE, 134(10), 1668-1674.
DOI
ScienceOn
|
3 |
Ellingwood, B.R. (1999), "A comparison of general design and load requirements in building codes in Canada, Mexico, and the United States", Eng. J. AISC, 36(2), 67-81.
|
4 |
Ellingwood, B.R., Rosowsky, D.V., Li, Y. and Kim, J.H, (2004), "Fragility assessment of light-frame wood construction subjected to wind and earthquake hazards", J. Struct. Eng.-ASCE, 130(12), 1921-1930.
DOI
ScienceOn
|
5 |
Kim, J.H. and Rosowsky, D.V. (2005), "Incorporating nonstructural finish effects and construction quality in a performance-based framework for wood shearwall design", Struct. Eng. Mech., 21(1).
|
6 |
Lee, H.K. and Rosowsky, D.V. (2005), "Fragility assessment for roof sheathing failure in high wind regions", Eng. Struct., 27(6), 857-868.
DOI
ScienceOn
|
7 |
Pei, S. and van de Lindt, J.W. (2009), "Methodology for long-term seismic loss estimation: an application to woodframe buildings", Struct. Saf., 31, 31-42.
DOI
ScienceOn
|
8 |
Peterka, J. (2007), Personal communication, CPP Inc., Fort Collins, Colorado.
|
9 |
Porter, K.A., Kiremidjian, A.S. and LeGrue, J.S. (2001), "Assembly-based vulnerability of buildings and its use in performance evaluation", Earthq. Spectra, EERI, 17(2), 291-312.
DOI
ScienceOn
|
10 |
Rosowsky, D.V. and Kim, J.H. (2004), "Incorporating nonstructural finish effects and construction quality issues into a performance-based framework for wood shearwall selection", Proc. of the ASCE/SEI Structures Congress, Nashville, TN.
|
11 |
Van de Lindt, J.W. and Dao, T.N. (2008), "Performance-based wind engineering for wood frame buildings", J. Struct. Eng.-ASCE, 135(2), 169-177.
|
12 |
Van de Lindt, J.W., Graettinger, A., Gupta, R., Skaggs, T., Pryor, S. and Fridley, K. (2007), "Performance of woodframe structures during hurricane Katrina", J. Perform. Constr. Fac., 21(2), 108-116.
DOI
ScienceOn
|