A unified formulation of the piecewise exact method for inelastic seismic demand analysis including the P-delta effect

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 6, 2003, Pages 871-890

  Aydinoglu M N ^a   Fahjan, Y M ^a  

^a BOGAZICI UNIVERSITY   (Turkey)

Author keywords

Inelastic response spectra; Non linear analysis; P delta effect; Piecewise exact method; Seismic demand

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; HYSTERESIS; STIFFNESS;

SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEMS;

SEISMOLOGY;

DAMPING; EARTHQUAKE; GROUND MOTION; HYSTERESIS; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 17144466643     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.252     Document Type: Article

References (19)

1. Otani S. Hysteresis models for earthquake response analysis. In Earthquake Resistance of Reinforced Concrete Structures, ed. T. Okada. University of Tokyo Press: Tokyo, 1993; 387-398.
2. Clough RW, Penzien J. Dynamics of Structures. McGraw-Hill; New York, 1993.
3. Chopra AK. Dynamics of Structures, Prentice-Hall: Englewood Cliffs, NJ, 1995.
4. Nigam NC, Jennings PC. Digital calculations of response spectra from strong-motion earthquake records. Earthquake Engineering Research Laboratory, California Institute of Technology, June 1968.
5. Nigam NC, Jennings PC. Calculation of response spectra from strong motion earthquake records. Bulletin of the Seismological Society of America 1969; 59:909-922.
6. Gates NC. The earthquake response of deteriorating systems. Earthquake Engineering Research Laboratory, California Institute of Technology, EERL 77-03, March 1977.
7. Iwan WD, Gates NC. The effective period and damping of a class of hysteretic structures. Earthquake Engineering and Structural Dynamics 1979; 7: 199-211.
8. Nau JM. Computation of inelastic response spectra. Journal of Engineering Mechanics (ASCE) 1983; 109: 279-288.
9. Nau JM. Response spectra for bilinear hysteretic systems. Journal of Structural Engineering (ASCE) 1986; 112:1727-1731.
10. Gupta AK. Response Spectrum Method in Seismic Analysis and Design of Structures. CRC Press: Boston, 1990.
11. Mazzolani FM, Piluso V. Theory and design of seismic resistant steel frames. E&FN Spon, 1996.
12. Mahin SA, Bertero VV. Nonlinear seismic response of a coupled wall system. Journal of the Structural Division (ASCE) 1976; 102:1759-1780.
13. Takeda T, Sozen MA, Nielsen NN. Reinforced concrete response to simulated earthquakes. Journal of the Structural Division (ASCE) 1970; 96:2557-2573.
14. Aydinoglu MN, Kacmaz U. Consistent inelastic response spectra for displacement-based seismic evaluation. Earthquake Engineering and Structural Dynamics, 2002, submitted for publication.
15. Bernal D. Amplification factors for inelastic dynamic P-Δ effects in earthquake analysis. Earthquake Engineering and Structural Dynamics 1987; 15:635-651.
16. Rahmana M. Effects of soft soil and hysteresis model on seismic demands. PhD Dissertation, Stanford University, CA, 1993.
17. MacRae GA. P-Δ effects on single-degree-of-freedom structures in earthquakes. Earthquake Spectra 1994; 10:539-568.
18. Aydinoglu MN. Inelastic structural capacity and seismic demand including P-delta effects, Kandilli Observatory and Earthquake Research Institute, Department of Earthquake Engineering, Report No. 2002/1, Istanbul, Turkey, 2002.
19. Federal Emergency Management Agency. Prestandard and commentary for the seismic rehabilitation of buildings (FEMA 356) Washington, DC, 2000.