Inelastic Deformation Ratios for Design and Evaluation of Structures: Single-Degree-of- Freedom Bilinear Systems
By A. Chopra, C. Chintanapakdee. 2004
333 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Computational Mechanics
View Paper: https://www.semanticscholar.org/paper/0f130392f995016259033e88611f4874b67e5c0e
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In Civil and Structural Engineering
In Computational Mechanics
Citations in the corpus
- Estimating time scales and length scales in pulselike earthquake acceleration records with wavelet analysis (2011, background): “(1965) was followed by the papers of Hall et al. (1995), Makris (1997), Makris and Chang (2000), Alavi and Krawinkler (2001), Menum and Fu (2002), Mavroeidis and Papageorgiou (2003), and Mavroeidis et al.”
- Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes (2009, positive): “[8], Ruiz-Garcia and Miranda [9,10] and Chopra and Chintanapakdee [11] showed that the inelastic displacement ratio can diverge significantly from unity in the moderately high to high frequency spectral regions.”