Influence of cracking on equivalent SDOF estimates of RC frame drift

Journal of Structural Engineering

Volumn 134, Issue 3, 2008, Pages 511-517

  Aschheim, Mark ^a,b   Browning, Joann ^a,c  

^a ASCE ^*

^b Department of Computer Science and Engineering   (United States)

^c UNIVERSITY OF KANSAS   (United States)

Author keywords

Concrete, reinforced; Cracking; Drift; Frames

Indexed keywords

DRIFTS; UNCRACKED STIFFNESS;

CRACK INITIATION; DEGREES OF FREEDOM (MECHANICS); MATHEMATICAL MODELS; REINFORCED CONCRETE; STIFFNESS;

STRUCTURAL FRAMES;

EID: 39449107241     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:3(511)     Document Type: Article

References (21)

1. Applied Technology Council (ATC 40). (1996). " Seismic evaluation and retrofit of concrete buildings.." California Seismic Safety Commission Rep. No. SSC 96-01, Redwood City, Calif.
2. Aschheim, M., and Black, E. (1999), " Effects of prior earthquake damage on response of simple stiffness-degrading structures.." Earthquake Spectra EASPEF 8755-2930 10.1193/1.1586026, 15 (1), 1-24.
3. Browning, J., Li, R., Lynn, A., and Moehle, J. P. (2000). " Performance assessment for a reinforced concrete frame building.." Earthquake Spectra EASPEF 8755-2930 10.1193/1.1586126, 16 (3), 541-555.
4. Building Seismic Safety Council (BSSC). (2001). NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part 1: Provisions FEMA 368 and Part 2: Commentary FEMA 369, 2000 Ed., Washington, D.C.
5. CALTECH. (1971). " Strong motion earthquake accelerograms, digitized and plotted data.." Vol. II-A, Rep. EERL No. 71-50, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, Calif.
6. CALTECH. (1973a). " Strong motion earthquake accelerograms, digitized and plotted data.." Vol. II-B, Rep. EERL No. 72-50, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, Calif.
7. CALTECH. (1973b). " Strong motion earthquake accelerograms, digitized and plotted data.." Vol. II-D, Rep. EERL No. 72-52, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, Calif.
8. Chopra, A., Goel, R., and Chintanapakdee, C. (2003). " Statistics of single-degree-of-freedom estimate of displacement for pushover analysis of buildings.." J. Struct. Eng. JSENDH 0733-9445 10.1061/(ASCE)0733-9445(2003) 129:4(459), 129 (4), 459-469.
9. CSMIP. (1994). " Processed CSMIP strong-motion records from the Northridge, California, earthquake of 17 January 1974.." Release No. 1 through Release No. 7, Rep. No. OSMS 94-06 through 94-12, California Dept. of Conservation, Division of Mines and Geology, Office of Strong-Motion Studies, Sacramento, Calif.
10. Cuesta, I., and Aschheim, M. (2001). Using Pulse R -factors to estimate the structural response to earthquake ground motions (CD ROM 01-03), Mid-America Earthquake Center, University of Illinois Press, Champaign, Ill.
11. Federal Emergency Management Agency (FEMA). (2005). " Improvement of nonlinear static seismic analysis procedures.." Rep. No. FEMA 440, Prepared by Applied Technology Council, 〈 http://www.atcouncil.org/pdfs/ FEMA440CDdraftcameraready.pdf 〉 (April 5, 2007).
12. Hognestad, E. (1951). " A study of combined bending and axial load in reinforced concrete members.." Bulletin series No. 399, Univ. of Illinois Engineering Experiment Station, Urbana, Ill.
13. Inel., M., Bretz, E., Black, E. F., Aschheim, M. A., and Abrams, D. P. (2001). " USEE 2001-Utility software for earthquake engineering: Program, report, and documentation.." Rep. No. 01-05 (CD-ROM), Mid-America Earthquake Center, Univ. of Illinois, Champaign, Ill.
14. JMA. (1995). " Strong motion accelerograms.." Japan Meteorological Agency.
15. Lepage, A. (1997). " A method for drift-control in earthquake-resistant design of reinforced concrete building structures.." Ph.D. thesis Univ. of Illinois, Urbana,-Champaign, Champaign, Ill.
16. Lopez, R. R. (1988) " Numerical model for nonlinear response of R/C frame-wall structures.." PhD. thesis, Univ. of Illinois, Urbana Champaign, Champaign, Ill.
17. Mori, A. W., and Crouse, C. B. (1981). " Strong motion data from Japanese earthquakes.." Rep. SE-29, National Geophysical Data Center, National Oceanic and Atmospheric Administration, Boulder, Colo.
18. Saiidi, M., and Sozen, M. A. (1979). " Simple and complex models for nonlinear seismic response of reinforced concrete structures.." Structural research series No. 465, civil engineering studies, Univ. of Illinois, Urbana, Ill.
19. Saragoni, R., Gonzalez, P., and Fresard, M. (1985). " Analisis de los Acelerogramas del Terremoto del 3 de Marzo de 1985.." Publication SES-1-4/1985(199), Universidad de Chile.
20. Sozen, M. A. (2004). " Seismic behavior of reinforced concrete buildings.." Earthquake engineering: From engineering seismology to performance-based engineering, Y. Bozorgnia, and, V. V. Bertero, eds., Chap., CRC Press and International Code Council, Boca Raton, Fla.
21. Takeda, T. M., Sozen, M. A., and Nielsen, N. N. (1970). " Reinforced concrete response to simulated earthquakes.." J. Struct. Div. JSDEAG 0044-8001, 96 (12), 2557-2573.