DOI QR코드

DOI QR Code

Effect of Smooth Hysteretic Behavior for Inelastic Response Spectra

비탄성 응답스펙트럼에 대한 완만한 곡선형 이력거동의 영향

  • Published : 2010.02.28

Abstract

The actual hysteretic behavior of structural elements and systems is closer to smooth hysteretic behavior than piece-wise linear behavior. This paper presents a methodology for computing the constant-ductility inelastic response spectra for smooth hysteretic behaviors. The effect of the hysteretic smoothness on the inelastic response spectra for acceleration, displacement, and input energy is evaluated. The results indicate that increasing smoothness in the hysteretic behavior decreases the inelastic response spectra.

실제 구조요소나 구조시스템의 비선형응답은 단순화된 형태의 분할선형 이력모델 보다는 완만한 곡선이력모델로 나타내는 것이 보다 정확하다. 본 논문에서는 완만한 곡선이력거동을 적용한 일정연성도 비탄성 응답스펙트럼을 작성하는 방법을 제시하였다. 가속도, 변위 및 입력에너지에 대한 비탄성 응답스펙트럼에 대한 곡선형이력거동의 완만한 정도의 영향을 평가하였다. 해석결과로부터 곡선형이력거동의 완만도가 증가할수록 비탄성 응답스펙트럼은 감소하는 경향을 나타냄을 알 수 있었다.

Keywords

References

  1. Peng, B.F., and Conte, J.P., “Statistical insight into constantductility design using a non-stationary earthquake ground motion model,” Earthquake Engineering and Structural Dynamics, Vol. 26, 895-916, 1997. https://doi.org/10.1002/(SICI)1096-9845(199709)26:9<895::AID-EQE683>3.0.CO;2-G
  2. http://nisee.berkeley.edu/data/strong_motion/sacsteel/.
  3. Hachem MM. Bispec: a nonlinear spectral analysis program that performs bi-direction dynamic time-history analysis of pendulum system. University of California at Berkeley, (http://www.ce.berkeley.edu/~hachem/bispec/).
  4. Mahin SA, Lin JP. Construction of inelastic response spectra for single-degree-of-freedom systems: computer program and applications. Report UCB/EERC-83/17, Earthquake Engineering Centre, University of California, Berkeley,CA., 1983.
  5. Riddell R. Inelastic response spectrum: early history. Earthquake Engineering and Structural Dynamics, Vol. 37, 1175-1183, 2008. https://doi.org/10.1002/eqe.810
  6. Sucuoglu H, Dicleli M, Nurtug A. An analytical assessment of elastic and inelastic response spectra. Can. J. Civ. Eng., Vol. 21, 386-395, 1994 https://doi.org/10.1139/l94-042
  7. Reinhorn AM, Barron R, Valles RE, Sivaselvan MV.Nonlinear analysis program for inelastic spectra with degradation and deterioration of structural systems. University at Buffalo, SUNY, (http://civil.eng.buffalo.edu/nspectra/).