DISCUSSIONS AND CLOSURES
Nov 1, 2001
Hysteretic Models for Deteriorating Inelastic Structures
Authors: Chi-hsiang Wang, Greg C. Foliente, Mettupalayam V. Sivaselvan, and Andrei M. ReinhornAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 127, Issue 11
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References
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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.
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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.
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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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Published online: Nov 1, 2001
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Authors
Affiliations
Chi-hsiang Wang
Greg C. Foliente
Mettupalayam V. Sivaselvan
Andrei M. Reinhorn
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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