Correlation of deformation demands with ground motion intensity

Journal of Structural Engineering

Volumn 134, Issue 12, 2008, Pages 1818-1828

  Yakut, Ahmet ^a   Ylmaz, Hazm ^b  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b University of California Davis   (United States)

Author keywords

Damage; Framed structures; Ground motion; Reinforced concrete; Seismic analysis

Indexed keywords

BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DIGITAL SIGNAL PROCESSING; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL FRAMES;

COMPREHENSIVE STUDIES; DAMAGE; DEFORMATION DEMANDS; FRAME STRUCTURES; FRAMED STRUCTURES; GROUND MOTION; GROUND MOTIONS; HISTORY ANALYSIS; INELASTIC RESPONSES; INTERSTORY DRIFT RATIOS; INTERSTORY DRIFTS; PEAK GROUND ACCELERATIONS; PEAK GROUND VELOCITIES; REINFORCED CONCRETE FRAMES; REINFORCED CONCRETE STRUCTURES; SEISMIC ANALYSIS; SEISMIC FORCES; SPECTRAL ACCELERATIONS; SPECTRUM INTENSITIES;

CORRELATION METHODS;

EID: 56349137290     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:12(1818)     Document Type: Article

References (31)

1. Abrahamson, N. A., and Shedlock, K. M. (1997). " Overview.." Seismol. Res. Lett., 68 (1), 9-23.
2. Akkar, S., and Ozen, O. (2005). " Effect of peak ground velocity on deformation demands for SDOF systems.." Earthquake Eng. Struct. Dyn., 34 (13), 1551-1571.
3. Akkar, S., Sucuoglu, H., and Yakut, A. (2005). " Displacement-based fragility functions for low- and midrise ordinary concrete buildings.." Earthquake Spectra, 21 (4), 901-927.
4. Algan, B. B. (1982). " Drift and damage considerations in earthquake resistant design of reinforced concrete buildings.." Ph.D. thesis, Univ. of Illinois, Urbana, Ill.
5. Ang, A. (1990). " Reliability bases for seismic safety assessment and design.." Proc., 4th U.S. National Conf. on Earthquake Engineering, Vol. 1, Earthquake Engineering Research Institute, Oakland, Calif., 29.
6. Applied Technology Council (ATC). (1996). " Seismic evaluation and retrofit of concrete buildings.." Rep. No. ATC-40, ATC, Redwood City, Calif.
7. Arias, A. (1970). " A measure of earthquake intensity.." Seismic design for nuclear power plants, R. J. Hansen, ed., MIT, Cambridge, Mass., 438-483.
8. ASCE. (2000). " Prestandard and commentary on the seismic rehabilitation of buildings.." Rep. No. 356, Federal Emergency Management Agency, Washington, D.C.
9. Bommer, J. J., and Martinez-Pereira, A. (1999). " The effective duration of earthquake strong motion.." J. Earthquake Eng., 3 (2), 127-172.
10. Building Seismic Safety Council (BSSC). (1984). " NEHRP recommended provisions for the development of seismic regulations for new buildings.." Rep., prepared for the Federal Emergency Management Agency, Washington, D.C.
11. Cabanas, L., Benito, B., and Herraiz, M. (1997). " An approach to the measurement of the potential structural damage of earthquake ground motions.." Earthquake Eng. Struct. Dyn., 26 (1), 79-92.
12. Electrical Power Research Institute (EPRI). (1998). " A criterion for determining exceedence of the operating basis earthquake.." EPRI NP-5930, EPRI, Palo Alto, Calif.
13. Elenas, A. (2000). " Correlation between seismic acceleration parameters and overall structural damage indices of buildings.." Soil Dyn. Earthquake Eng., 20 (1-4), 93-100.
14. Elenas, A., and Meskouris, K. (2001). " Correlation study between seismic acceleration parameters and damage indices of structure.." Eng. Struct., 23 (6), 698-704.
15. European Committee for Standardization (CEN). (2003). " Eurocode 8: Design of structures for earthquake resistance. Part 3: Strengthening and repair of buildings-Draft No 4.." Proc., Eurocode 8, CEN, Brussels, Belgium.
16. Fajfar, P., Vidic, T., and Fischinger, M. (1990). " A measure of earthquake motion capacity to damage medium-period structures.." Soil Dyn. Earthquake Eng., 9 (5), 236-242.
17. Federal Emergency Management Agency (FEMA). (2003). " FEMA's software program for estimating potential losses from disasters.." HAZUS-MH, 〈 http://www.fema.gov/plan/prevent/hazus/index.shtm 〉, FEMA, Washington, D.C.
18. Gülkan, P., and Sozen, M. A. (1999). " Procedure for determining seismic vulnerability of building structures.." ACI Struct. J., 96 (3), 336-342.
19. Housner, G. W. (1952). " Spectrum intensity of strong-motion earthquakes.." Proc., Symp. on Earthquakes and Blast Effects on Structures, EERI, Univ. of California at Los Angeles, Earthquake Engineering Research Institute, Oakland, Calif., 20-36.
20. Kramer, S. L. (1996). Geotechnical earthquake engineering, Prentice-Hall, Englewood Cliffs, N.J.
21. Kramer, S. L., and Mitchell, R. A. (2006). " Ground motion intensity measures for liquefaction hazard evaluation.." Earthquake Spectra, 22 (2), 413-438.
22. Liao, W., Loh, C., and Wan, S. (2001). " Earthquake responses of RC moment frames subjected to near-fault ground motions.." Struct. Des. Tall Build., 10 (3), 219-229.
23. Luco, N., and Cornell, C. A. (2007). " Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions.." Earthquake Spectra, 23 (2), 357-392.
24. Miranda, E. (1999). " Approximate seismic lateral deformation demands in multistory buildings.." J. Struct. Eng., 125 (4), 417-425.
25. Moehle, J. P. (1992). " Displacement-based design of RC structures subjected to earthquakes.." Earthquake Spectra, 8 (3), 403-428.
26. Moehle, J. P. (1994). " Seismic drift and its role in design.." Proc., 5th U.S.-Japan Workshop on the Improvement of Building Structural Design and Construction Practices, San Diego, 65-78.
27. Riddell, R. (2007). " On ground motion intensity indices.." Earthquake Spectra, 23 (1), 147-173.
28. Travasarou, T., Bray, J. D., and Abrahamson, N. A. (2003). " Empirical attenuation relationship for Arias intensity.." Earthquake Eng. Struct. Dyn., 32 (7), 1133-1155.
29. Turkish Ministry of Public Works and Settlement (TMPWS). (1997). " Specification for structures to be built in disaster area.." Building Code, Ankara, Turkey.
30. Valles, R. E., Reinhorn, A. M., Kunnath, S. K., Li, C., and Madan, A. (1996). " IDARC-2D: A program for the inelastic damage analysis of buildings.." Rep., National Center for Earthquake Engineering Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
31. Von Thun, J. L., Roehm, L. H., Scott, G. A., and Wilson, J. A. (1988). " Earthquake ground motions for design and analysis of dams.." Proc., Earthquake Engineering and Soil Dynamics II-Recent Advances in Ground Motion Evaluation, Geotechnical Special Publication, 20, ASCE, New York, 463-481.