1 |
ACT (1996), Seismic Evaluation and Retrofit of Concrete Buildings, Rep ATC-40, Applied Technology Council, Redwood City, Calif.
|
2 |
Chopra, A.K. (2000), Dynamics of Structures, Prentice Hall, New Jersey.
|
3 |
Cornell, C.A. (1968), "Engineering seismic risk analysis", B. Seismol. Soc. Am., 58(5), 1583-1606.
|
4 |
Davenport, A.G and Hill-Carroll, P. (1986), "Damping in tall buildings: its variability and treatment in design", in Building Motion in Wind (eds. Isyumov, N. and Tschanz, T.), ASCE.
|
5 |
Freeman, S.A., Nicoletti, J.P and Tyrrell, J.V (1975), Evalaution of Existing Buildings for Seismic Risk - A Case study of Puget Sound Naval Shipyard, Bremerton, Washington, Proc., 1St US National Conference on Earthquake Engineering, pp. 113-122.
|
6 |
Halchuk, S. (2002), Personal Communication.
|
7 |
Haviland, R. (1976), "Evaluation of seismic safety of buildings", Thesis Supervised by Biggs, J.M. and Vanmarcke, E.H., Massachusetts Institute of Technology.
|
8 |
Hong, H.P and Jiang, J. (2004), "Ratio between peak inelastic and elastic responses with uncertain structural properties", Can. J Civil Eng., 31(4), 703-711.
DOI
ScienceOn
|
9 |
Krawinkler, H. and Nassar, A.A. (1992), "Seismic based design on ductility and cumulative damage demands and capacities", Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings (eds. Fajfar P. and Krawinkler, H.), Elsevier Science, New York.
|
10 |
McGuire, R.K. (1974), "Seismic structural response risk analysis, incorporating peak response regressions on earthquake magnitude and distance", Ph.D. Thesis Supervised by C.A. Cornell, Report R74-51, Structures publication No. 399. Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts.
|
11 |
Miranda, E. (2000), "Inelastic displacement ratios for structural on firm sites", J. Struct. Eng., ASCE, 126(10), 1150-1159.
DOI
ScienceOn
|
12 |
Newmark, N.M. and Rosenblueth, E. (1971), Fundamentals of Earthquake Engineering, Englewood Cliffs, Prentice-Hall, N.J.
|
13 |
Riddell, R., Garcia, J.E. and Garces, E. (2002), "Inelastic deformation response of SDOF systems subjected to earthquakes", Earthq. Eng. Struct. D., 31, 515-538.
DOI
ScienceOn
|
14 |
Silva, W. (2001), PEER Strong Motion Database, Pacific Engineering, (http://nisee.berkeley.edu/software_and_ data/strong motion/index.html).
|
15 |
Veletsos, A.S. and Newmark, N.M. (1960), "Effect of inelastic behavior on the response of simple systems to earthquake motions", Proc., 2nd World Conf on Earthq. Eng., 2, 895-912.
|
16 |
Wang, S.S. and Hong, H.P. (2005), "Probabilistic analysis of peak response to non-stationary seismic excitation", Struct. Eng. Mech., 20(5), 527-542.
DOI
ScienceOn
|
17 |
WGC (1995), Probabilistic Seismic Hazard Assessment, Gentilley 2, Report to Atomic Energy Control Board of Canada, Weston Geophysical Corporation, 280 Slater Street, Ottawa, Ontario.
|
18 |
Benjamin, J. and Cornell, C.A. (1970), Probability, Statistics, and Decision for Civil Engineers, McGraw-Hill, New York.
|
19 |
Frankel, A., Mueller, C., Barnhard, T., Perkins, D., Leyendecker, EX, Dickman, N., Hanson, S. and Hopper, M. (1996), National Seismic Hazard Maps, U.S. Department of the Interior U.S. Geological Survey, Open File 96-532, Denver, CO.
|
20 |
Sobel, P. (1994), Revised Livermore Seismic Hazard Estimates for Sixty-nine Nuclear Power Plant Sites East of the Rocky Mountains, Division of Engineering, Office of Nuclear Reactor Regulation, N JREG-1488, Washington. DC.
|
21 |
Adams, J., Weichert, D.H. and Halchuk, S. (1999), "Trial Seismic Hazard Maps of Canada - 1999: 2%/50 Year Values for Selected Canadian Cities", Geological Survey of Canada Open File 3724, Natural Resources Canada, Ottawa.
|
22 |
Vidic, T., Fajfar, P and Fischinger, M. (1994), "Consistent inelastic design spectra: strength and displacement", Earthq. Eng. Struct. D., 23(5), 507-521.
DOI
ScienceOn
|