Evaluation of NSP to estimate seismic deformation: SDF systems

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 4, 2000, Pages 482-490

  Chopra, Anil K ^a   Goel, Rakesh K ^b  

^a Berkeley   (United States)

^b CALIFORNIA POLYTECHNIC STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; CONVERGENCE OF NUMERICAL METHODS; DEFORMATION; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ITERATIVE METHODS; SPECTRUM ANALYSIS;

NONLINEAR STATIC PROCEDURE; SEISMIC DEFORMATION;

STRUCTURAL DESIGN;

EID: 0034172244     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:4(482)     Document Type: Article

References (16)

1. ATC. (1996). "Seismic evaluation and retrofit of concrete buildings." Rep. ATC-40, Applied Technology Council, Redwood City, Calif.
2. Chopra, A. K. (1995). Dynamics of structures: Theory and applications to earthquake engineering. Prentice-Hall, N.J.
3. Chopra, A. K., and Goel, R. K. (1999). "Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems." Rep. No. PEER-1999/02. Pacific Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
4. Deierlein, G. G., and Hsieh, S.-H. (1990). "Seismic response of steel frames with semi-rigid connections using the capacity spectrum method." Proc., 4th U.S. Nat. Conf. on Earthquake Engrg., Vol. 2, 863-872.
5. FEMA. (1997). "NEHRP commentary on the guidelines for the seismic rehabilitation of buildings." FEMA-274, Federal Emergency Management Agency. Washington, D.C.
6. Freeman, S. A. (1978). "Prediction of response of concrete buildings to severe earthquake motion." Publ. SP-55, American Concrete Institute, Detroit, 589-605.
7. Freeman, S. A., Nicoletti, J. P., and Tyrell, J. V. (1975). "Evaluations of existing buildings for seismic risk - A case study of Puget Sound Naval Shipyard, Bremerton, Washington." Proc., 1st U.S. Nat. Conf. on Earthquake Engrg., 113-122.
8. Hudson, D. E. (1965). "Equivalent viscous friction for hysteretic systems with earthquake-like excitations." Proc., 3rd World Conf. on Earthquake Engrg., Vol. II, 185-202.
9. Iwan, W. D., and Gates, N. C. (1979). "Estimating earthquake response of simple hysteretic structures." J. Engrg. Mech. Div., ASCE, 105(3), 391-405.
10. Jennings, P. C. (1968). "Equivalent viscous damping for yielding structures." J. Engrg. Mech. Div., ASCE, 94(1), 103-116.
11. Krawinkler, H. K., and Nassar, A. A. (1992). "Seismic design based on ductility and cumulative damage demands and capacities." Nonlinear seismic analysis and design of reinforced concrete buildings, P. Fajfar and H. Krawinkler, eds., Elsevier Science, New York.
12. Newmark, N. M., and Hall, W. J. (1982). Earthquake spectra and design. Earthquake Engineering Research Institute, Berkeley, Calif.
13. Paret, T. F., Sasaki, K. K., Eilbekc, D. H., and Freeman, S. A. (1996). "Approximate inelastic procedures to identify failure mechanisms from higher mode effects." 11th World Conf. on Earthquake Engrg.
14. Reinhorn, A. M., Li, C., and Constantinou, M. C. (1995). "Experimental and analytical investigations of seismic retrofit of structures with supplemental damping." Rep. No. NCEER-95-0001, State University of New York at Buffalo, Buffalo, N.Y.
15. Veletsos, A. S., and Newmark, N. M. (1960). "Effects of inelastic behavior on the response of simple system to earthquake motions." Proc., 2nd World Conf. on Earthquake Engrg., Vol. 2, 895-912.
16. Vidic, T., Fajfar, P., and Fischinger, M. (1994). "Consistent inelastic design spectra: Strength and displacement." Earthquake Engrg. and Struct. Dyn., 23(5), 507-521.