Envelopes for seismic response vectors. I: theory

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 4, 2000, Pages 467-473

  Menun, Charles ^a   Der Kiureghian, Armen ^b  

^a Stanford University   (United States)

^b Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; SPECTRUM ANALYSIS; STRUCTURAL MEMBERS;

LINEAR STRUCTURE; RESPONSE ENVELOPE; RESPONSE SPECTRUM METHOD; SEISMIC RESPONSE;

STRUCTURAL DESIGN;

EID: 0034171709     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:4(467)     Document Type: Article

References (14)

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2. Clough, R. W., and Penzien, J. (1993). Dynamics of structures. McGraw-Hill, New York.
3. Der Kiureghian, A. (1981). "A response spectrum method for random vibration analysis of MDF systems." Earthquake Engrg. and Struct. Dyn., 9(5), 419-435.
4. Der Kiureghian, A., and Nakamura, Y. (1993). "CQC modal combination rule for high-frequency modes." Earthquake Engrg. and Struct. Dyn., 22(11), 943-956.
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8. Menum, C., and Der Kiureghian, A. (2000). "Envelopes for seismic response vectors. II: Application." J. Struct. Engrg., ASCE, 126(4), 474-481.
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10. Recommended lateral force requirements and commentary "blue book." (1996). 6th Ed., Seismology Committee, Structural Engineers Association of California, Sacramento, Calif.
11. Singh, M. P., and Chu, S. L. (1976). "Stochastic considerations in seismic analysis of structures." Earthquake Engrg. and Struct. Dyn., 4(3), 295-307.
12. Singh, M. P., and Maldonado, G. O. (1991). "An improved response spectrum method for calculating seismic design response. Part 1: Classically damped structures." Earthquake Engrg. and Struct. Dyn., 20(7), 621-635.
13. Smeby, W., and Der Kiureghian, A. (1985). "Modal combination rules for multicomponent earthquake excitation." Earthquake Engrg. and Struct. Dyn., 13(1), 1-12.
14. Wilson, E. L., Der Kiureghian, A., and Bayo, E. P. (1981). "A replacement for the SRSS method in seismic analysis." Earthquake Engrg. and Struct. Dyn., 9(2), 187-194.