DISCUSSIONS AND CLOSURES
Nov 1, 2001

Hysteretic Models for Deteriorating Inelastic Structures

Publication: Journal of Engineering Mechanics
Volume 127, Issue 11
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References

1.
Foliente, G. C. (1995). “Hysteresis modeling of wood joints and structural systems.”J. Struct. Engrg., ASCE, 121(6), 1013–1022.
2.
Paevere, P., and Foliente, G. C. ( 2000). “Hysteretic pinching and degradation effects on dynamic response and reliability.” Proc., ICASP8 Applications of Statistics and Probability, R. E. Melchers and M. G. Stewart, eds., Balkema, Rotterdam, The Netherlands, 2, 771–779.
3.
Wang, C.-H., and Wen, Y. K. ( 1997). “Redundancy of steel frame buildings under seismic loads.” Proc., ICOSSAR'97: Struct. Safety and Reliability, N. Shiraishi et al., eds., Balkema, Rotterdam, The Netherlands, 1645–1652.
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Wang, C.-H., and Wen, Y. K. (2001). “Evaluation of pre-Northridge low-rise steel buildings. I: Modeling.”J. Struct. Engrg., ASCE, 126(10), 1160–1168.
5.
Simeonov, V. K., Sivaselvan M., and Reinhorn, A. M. ( 2000). “Nonlinear analysis of frame structures by the state-space approach.” Computer-Aided Civ. and Infrastruct. Engrg., 15(Jan.), 76–89.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 127Issue 11November 2001
Pages: 1200 - 1202

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Published online: Nov 1, 2001
Published in print: Nov 2001

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Mettupalayam V. Sivaselvan
Res. Sci., CSIRO Build., Constr. and Engrg., P.O. Box 56, Highett, Victoria, 3190, Australia. E-mail: [email protected]
Project Leader and Prin. Res. Sci., CSIRO Build., Constr. and Engrg., P.O. Box 56, Highett, Victoria, 3190, Australia.
Grad. Res. Asst., Dept. of Civ., Struct., and Envir., Engrg., State Univ. of New York at Buffalo, Buffalo, NY 14260.
Prof., Dept. of Civ., Struct., and Envir., Engrg., State Univ. of New York at Buffalo, Buffalo, NY 14260. E-mail: [email protected]

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