Proportioning of Earthquake-Resistant RC Building Structures
Publication: Journal of Structural Engineering
Volume 127, Issue 2
Abstract
A simple and efficient method is presented for proportioning of regular, moderate-rise reinforced concrete building structures. The method differs from conventional procedures in that member sizes are selected based on the demand defined by the displacement spectrum and criteria specified in relation to drift response. The maximum mean drift, or average distortion over the total height, is limited to reduce the expected damage to the structure. A series of analytical reinforced concrete frames are proportioned and tested using a suite of ground motions. Results of the analyses indicated that maximum displacement responses of the proportional frames were within the specified drift limit when a maximum-allowable period criterion was satisfied.
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References
1.
American Concrete Institute Committee 318. ( 1999). “Building code requirements for structural concrete and commentary.” ACI 318-99, Detroit.
2.
Browning, J. ( 1998). “Proportioning of earthquake-resistant reinforced concrete building structures.” PhD thesis, Purdue University, West Lafayette, Ind.
3.
Browning, J., Li, Y. R., Lynn, A., and Moehle, J. P. ( 2000). “Performance assessment for a reinforced concrete frame building.” Earthquake Spectra, EERI, 16(3), 541–555.
4.
California Institute of Technology (CALTECH). ( 1971). “Strong motion earthquake accelerograms, digitized and plotted data, vol. II-A.” Rep. EERL No. 71-50, Earthquake Engineering Research Laboratory, Pasadena, Calif.
5.
California Institute of Technology (CALTECH). ( 1973a). “Strong motion earthquake accelerograms, digitized and plotted data, vol. II-B.” Rep. EERL No. 72-50, Earthquake Engineering Research Laboratory, Pasadena, Calif.
6.
California Institute of Technology (CALTECH). ( 1973b). “Strong motion earthquake accelerograms, digitized and plotted data, vol. II-D.” Rep. EERL No. 72-52, Earthquake Engineering Research Laboratory, Pasadena, Calif.
7.
California Strong Motion Instrumentation Program (CSMIP). ( 1994). “Processed CSMIP strong-motion records from the Northridge, California, Earthquake of 17 January 1994.” Rep. No. OSMS 94-06–94-12, California Dept. of Conservation, Div. of Mines and Geology, Office of Strong-Motion Studies, Sacramento, Calif.
8.
Eberhard, M. O., and Sozen, M. A. ( 1989). “Experiments and analyses to study the seismic response of reinforced concrete frame-wall structures with yielding columns.” Struct. Res. Series No. 548, Civ. Engrg. Studies, University of Illinois, Urbana, Ill.
9.
Goel, R. K., and Chopra, A. K. (1997). “Period formulas for moment-resisting frame buildings.”J. Struct. Engrg., ASCE, 123(11), 1454–1461.
10.
Hognestad, E. ( 1951). “A study of combined bending and axial load in reinforced concrete members.” Bulletin Series No. 399, University of Illinois Engineering Experiment Station, Urbana, Ill.
11.
International Conference of Building Officials (ICBO). ( 1997). Uniform building code, Whittier, Calif.
12.
Lepage, A. ( 1997). “A method for drift-control in earthquake-resistant design of reinforced concrete building structures.” PhD thesis, University of Illinois, Urbana, Ill.
13.
Lopez, R. R. ( 1988). “Numerical model for nonlinear response of R/C frame-wall structures.” PhD thesis, University of Illinois, Urbana, Ill.
14.
Mohraz, B., and Elghadamsi, F. E. ( 1989). “Chapter 2.” The seismic design handbook, F. Naeim, ed., Van Nostrand Reinhold, New York, 32–80.
15.
Mori, A. W., and Crouse, C. B. ( 1981). “Strong motion data from Japanese earthquakes.” Rep. SE-29, Nat. Geophysical Data Ctr., National Oceanic and Atmospheric Administration, Boulder, Colo.
16.
Newmark, N. M., Hon, M., Blume, J. A., and Kapur, K. K. (1973). “Seismic design spectra for nuclear power plants.”J. Power Div., ASCE, 99(2), 287–303.
17.
Otani, S. ( 1974). “SAKE: a computer program for inelastic response of R/C frames to earthquakes.” Struct. Res. Series No. 413, Civ. Engrg. Studies, University of Illinois, Urbana, Ill.
18.
Qi, X., and Moehle, J. P. ( 1991). “Displacement design approach for reinforced concrete structures subjected to earthquakes.” Rep. No. UCB/EERC-91/02, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
19.
Saiidi, M., and Sozen, M. A. ( 1979a). “Simple and complex models for nonlinear seismic response of reinforced concrete structures.” Struct. Res. Series No. 465, Civ. Engrg. Studies, University of Illinois, Urbana, Ill.
20.
Saiidi, M., and Sozen, M. A. ( 1979b). “User's manual for the LARZ family: computer programs for nonlinear seismic analysis of reinforced concrete planar structures.” Struct. Res. Series No. 466, Civ. Engrg. Studies, University of Illinois, Urbana, Ill.
21.
Saragoni, R., Gonzalez, P., and Fresard, M. ( 1985). “Analisis de los acelerogramas del terremoto del 3 de Marzo de 1985.” Publicacion SES-I-4/1985(199), Universidad de Chile.
22.
Shibata, A., and Sozen, M. A. (1976). “Substitute-structure method for seismic design in reinforced concrete.”J. Struct. Div., ASCE, 102(3), 1–18.
23.
Shimazaki, K., and Sozen, M. A. ( 1984). “Seismic drift of reinforced concrete structures.” Tech. Res. Rep. of Hazama-Gumi, Tokyo, 145–166.
24.
Strong motion accelerograms. (1995). Japan Meteorological Agency, Tokyo.
25.
Takeda, T. M., Sozen, M. A., and Nielsen, N. N. (1970). “Reinforced concrete response to simulated earthquakes.”J. Struct. Div., ASCE, 96(12), 2557–2573.
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Received: Apr 22, 1999
Published online: Feb 1, 2001
Published in print: Feb 2001
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