Hysteretic Models for Deteriorating Inelastic Structures-Reference-Cited by-同舟云学术

Hysteretic Models for Deteriorating Inelastic Structures

Published:2001-11 Issue:11 Volume:127 Page:1200-1202
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wang Chi-hsiang,Foliente Greg C.,Sivaselvan Mettupalayam V.¹²³⁴,Reinhorn Andrei M.¹²³⁴

Affiliation:

1. Res. Sci., CSIRO Build., Constr. and Engrg., P.O. Box 56, Highett, Victoria, 3190, Australia. E-mail: Chi-hsiang.Wang@dbce.csiro.au

2. Project Leader and Prin. Res. Sci., CSIRO Build., Constr. and Engrg., P.O. Box 56, Highett, Victoria, 3190, Australia.

3. Grad. Res. Asst., Dept. of Civ., Struct., and Envir., Engrg., State Univ. of New York at Buffalo, Buffalo, NY 14260.

4. Prof., Dept. of Civ., Struct., and Envir., Engrg., State Univ. of New York at Buffalo, Buffalo, NY 14260. E-mail: reinhorn@buffalo.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A11%281200%29

Reference5 articles.

1. Hysteresis Modeling of Wood Joints and Structural Systems

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.

4. Evaluation of Pre-Northridge Low-Rise Steel Buildings. I: Modeling

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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