TECHNICAL PAPERS
Mar 1, 1986

Simplified Procedures for Earthquake Analysis of Buildings

Publication: Journal of Structural Engineering
Volume 112, Issue 3

Abstract

Recognizing that the earthquake response of many buildings can be estimated by considering only the first two vibration modes in the response spectrum analysis (RSA) procedure a simplified response spectrum analysis (SRSA) procedure is presented. The SRSA method should be very useful in practical application because, although much simpler than the RSA method, it provides very similar estimates of design forces for many buildings. With the development of the SRSA, a hierarchy of four analysis procedures to determine the earthquake forces are available to the building designer: code‐type procedure, SRSA, RSA, and RHA (response history analysis). The criteria presented to evaluate the results from each procedure and to decide whether it is necessary to improve results by proceeding to the next procedure in the hierarchy use all the preceding computations and are, therefore, convenient.

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References

1.
Applied Technology Council. June, 1978). “Tentative Provisions for the Development of Seismic Regulations for Buildings.” Report ATC 3‐06, NBS Special Publication 510, NSF Publication 78–08.
2.
Biggs, J. M. (1964). Introduction to Structural Dynamics. McGraw‐Hill Inc., New York, NY.
3.
Blume, J. A. (Feb., 1968). “Dynamic Characteristics of Multi‐story Buildings.” J. Struct. Div., ASCE, 94(ST2), 337–402.
4.
Chopra, A. K. (1981). Dynamics of Structures, A Primer: Earthquake Engineering Research Institute, Berkeley, CA.
5.
Clough, R. W., and Penzien, J. (1975). Dynamics of Structures. McGraw‐Hill Inc., New York, NY.
6.
Cruz, E. F., and Chopra, A. K. (Feb., 1985). “Simplified Methods of Analysis for Earthquake Resistant Design of Buildings.” Report No. UCB/EERC‐85/01, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
7.
Cruz, E. F., and Chopra, A. K. (Mar., 1986). “Elastic Earthquake Response of Building Frames.” J. Struct. Div., ASCE, 112(ST3), 443–459.
8.
International Conference of Building Officials. (1982). Uniform Building Code.
9.
Newmark, N. M., and Hall, W. J. (1976). “Vibration of Structures Induced by Ground Motion,” Chapter 29, Part I, in Shock and Vibration Handbook, 2nd ed., C. M. Harris and C. E. Crede, Eds., McGraw‐Hill Inc., New York, NY.
10.
Roehl, J. L. “Dynamic Response of Ground‐Excited Building Frames.” Thesis presented to Rice Univ., in Houston, TX, in 1971, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
11.
Rosenblueth, E. (1979). “Seismic Design Requirements in a Mexican 1976 Code.” Earthquake Engineering and Structural Dynamics. Vol. 7, 49–61.
12.
Veletsos, A. S. (1969). “Maximum Deformation of Certain Nonlinear Systems.” Proceedings of the Fourth World Conference on Earthquake Engineering, Santiago, Chile., I(A‐4), 156–170.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 3March 1986
Pages: 461 - 480

History

Published online: Mar 1, 1986
Published in print: Mar 1986

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Authors

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Ernesto F. Cruz, S. M. ASCE
Grad. Student, Univ. of California, Berkeley, CA 94720
Anil K. Chopra, M. ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, CA 94720

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