Discussion of “Reinforced Concrete Frame Element with Bond Interfaces. II: State Determinations and Numerical Validation” by Suchart Limkatanyu and Enrico Spacone
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Volume 129, Issue 10
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References
Ayoub, A. S., and Filippou, F. C.(1999). “Mixed formulation of bond slip problems under cyclic loads.” J. Struct. Eng., 125(6), 661–671.
Ayoub, A. S. (1999). “Mixed formulation for seismic analysis of composite steel–concrete frame structures.” PhD Dissertation, Univ. of California, Berkeley, Calif.
Monti, G., Spacone, E., and Filippou, F. (1993). “Model of anchored reinforcing bars under seismic excitations.” Rep. No. UCB/EERC-93/08, Earthquake Eng. Res. Center, Univ. of California, Berkeley, Calif.
Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D.(1998). “Nonlinear analysis of composite beams with deformable shear connectors.” J. Struct. Eng., 124(10), 1148–1158.
Viwathanatepa, S., Popov, E. P., and Bertero, V. V. (1979). “Effects of generalized loadings on bond of reinforcing bars embedded in confined concrete blocks.” Rep. No. UCB/EERC-79/22, Earthquake Eng. Res. Center, Univ. of California, Berkeley, Calif.
Yassin, M. H. M. (1994). “Nonlinear analysis of prestressed concrete structures under monotonic and cyclic loads.” PhD Dissertation, Univ. of California, Berkeley, Calif.
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Published In
Journal of Structural Engineering
Volume 129 • Issue 10 • October 2003
Pages: 1428 - 1429
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Sep 15, 2003
Published in print: Oct 2003
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