Simplified response-spectrum seismic analysis of nonlinear structures

Journal of Engineering Mechanics

Volumn 122, Issue 3, 1996, Pages 282-285

  Villaverde, Roberto ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

SEISMIC ANALYSIS;

EID: 0030319461     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1996)122:3(282)     Document Type: Article

References (9)

1. Anagnostopoulos, S. A., Haviland, R. W., and Biggs, J. M. (1978). “Use of inelastic spectra in aseismic design.” J. Struct. Engrg. Div., ASCE, 104(1), 95-109.
2. Dungar, R. (1982). “An imposed force summation method for non-linear dynamic analysis.” Earthquake Engrg. and Struct. Dynamics, 10, 165-170.
3. Hanna, M. M. (1989). “An efficient mode superposition method for the numerical dynamic analysis of bilinear systems,” Ph.D. thesis, Univ. of California, Irvine, Calif.
4. Iwan, W. D. (1980). “Estimating inelastic response spectra from elastic spectra.” Earthquake Engrg. and Struct. Dynamics, 8, 375-388.
5. Kannan, A. E., and Powell, G. H. (1979). “DRAIN-2D: A general purpose computer program for dynamic analysis of inelastic plane structures.” Rep. No. 73-22, Univ. of California, Berkeley, Calif.
6. Newmark, N. M. (1970). “Chapter 16: Current trends in the seismic analysis and design of high-rise structures.” Earthquake engineering, R. W. Wiegel, ed., Prentice-Hall, Englewood Cliffs, N.J.
7. Riddell, R., and Newmark, N. M. (1979). “Statistical analysis of the response of nonlinear systems subjected to earthquakes.” SRS No. 468, Univ. of Illinois, Urbana, Ill.
8. Shibata, A., and Sozen, M. A. (1976). “Substitute structure method for seismic design in R/C.” J. Struct. Div., ASCE, 102(1), 1-18.
9. Villaverde, R. (1988). “Modal superposition method for seismic design of nonlinear multistory structures.” Earthquake Engrg. and Struct. Dynamics, 16, 691-704.