Geology Reference
In-Depth Information
Papadrakakis, M., Charmpis, D. C., Lagaros, N. D.,
& Tsompanakis, Y. (Eds.). (2009). Computational
structural dynamics and earthquake engineering .
London, UK: Taylor & Francis.
Priestely, M. J. N., Calvi, G. M., & Kowalsky, M.
J. (2007). Displacement-based seismic design of
structures . Pavia, Italy: IUSS Press.
Quek, S. T., Teo, Y. P., & Balendra, T. (1990).
Non-stationary structural response with evolu-
tionary spectra using seismological input model.
Earthquake Engineering & Structural Dynamics ,
19 , 275-288. doi:10.1002/eqe.4290190210
Park, Y. J., & Ang, A. H.-S. (1985). Mecha-
nistic seismic damage model for reinforced
concrete. Journal of Structural Engineering ,
111 (4), 722-739. doi:10.1061/(ASCE)0733-
9445(1985)111:4(722)
Reiter, L. (1990). Earthquake hazard analysis .
New York, NY: Columbia University Press.
Park, Y. J., Ang, A. H.-S., & Wen, Y. K. (1985).
Seismic damage analysis of reinforced concrete
buildings. Journal of Structural Engineering ,
111 (4), 740-757. doi:10.1061/(ASCE)0733-
9445(1985)111:4(740)
Riddell, F. (1995). Inelastic design spectra ac-
counting for soil conditions. Earthquake Engi-
neering & Structural Dynamics , 24 , 1491-1510.
doi:10.1002/eqe.4290241106
Park, Y. J., Ang, A. H.-S., & Wen, Y. K.
(1987). Damage-limiting aseismic design of
buildings. Earthquake Spectra , 3 (1), 1-26.
doi:10.1193/1.1585416
Saikat, S., & Manohar, C. S. (2005). Inverse
reliability based structural design for system de-
pendent critical earthquake loads. Probabilistic
Engineering Mechanics , 20 , 19-31. doi:10.1016/j.
probengmech.2004.03.006
Pecker, A. (Ed.). (2007). Advanced earthquake
engineering analysis . Udine, Italy: Springer.
doi:10.1007/978-3-211-74214-3
Sarkar, A. (2003). Linear stochastic dynamical
system under uncertain load: Inverse reliability
analysis. Journal of Engineering Mechanics ,
129 (6), 665-671. doi:10.1061/(ASCE)0733-
9399(2003)129:6(665)
Penelis, G. G., & Kappos, A. J. (1997). Earth-
quake-resistant concrete structures . London, UK:
E & FN SPON.
Philippacopoulos, A. J., & Wang, P. C. (1984).
Seismic inputs for nonlinear structures. Jour-
nal of Engineering Mechanics , 110 , 828-836.
doi:10.1061/(ASCE)0733-9399(1984)110:5(828)
SEAOC. Vision Committee. (2002). Performance
based seismic design engineering . Sacramento,
CA: Structural Engineers Association of California
(SEAOC) Report.
Pinho, R. (2007). Non linear dynamic analysis of
structures subjected to seismic action. In Pecker, A.
(Ed.), Advanced earthquake engineering analysis .
New York, NY: Springer Wien. doi:10.1007/978-
3-211-74214-3_5
Shinozuka, M. (1970). Maximum structural
response to seismic excitations. Journal of En-
gineering Mechanics , 96 , 729-738.
Shinozuka, M., & Henry, L. (1965). Random vibra-
tion of a beam column. Journal of Engineering
Mechanics , 91 , 123-143.
Plevris, V. (2009). Innovative computational
techniques for the optimum structural design
considering uncertainties . Ph. D. dissertation,
Institute of Structural Analysis and Seismic Re-
search, National Technical University of Athens,
June 2009.
Strasser, F. O., & Bommer, J. J. (2009). Review:
Strong ground motions - Have we seen the worst?
Bulletin of the Seismological Society of America ,
99 (5), 2613-2637. doi:10.1785/0120080300
Search WWH ::




Custom Search