Closure to “Reinforced Concrete Frame Element with Bond Interfaces. II: State Determination and Numerical Validation” by Sucharat Limkatanyu and Enrico Spacone
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 129, Issue 10
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References
Limkatanyu, S. (2002). “Reinforced concrete models with bond interfaces for the nonlinear static and dynamic analysis of reinforced concrete frame structures.” PhD Dissertation, Dept. of Civil, Environmental, and Architectural Eng., Univ. of Colorado, Boulder, Colo.
Salari, M. R., Spacone, E., Shing, P. B., and Frangopol, D. M.(1998). “Nonlinear analysis of composite beams with deformable shear connectors.” J. Struct. Eng., 124(10), 1148–1158.
Salari, M. R. (1999) “Modeling of bond slip in steel–concrete composite beams and reinforcing bars.” PhD Dissertation, Dept. of Civil, Environmental, and Architectural Eng., Univ. of Colorado, Boulder, Colo.
Salari, M. R., and Spacone, E.(2001a). “Finite element formulations of one-dimensional elements with bond slip.” Eng. Struct., 23(7), 815–826.
Salari, M. R., and Spacone, E.(2001b). “Analysis of steel–concrete composite frames with bond-slip.” J. Struct. Eng., 127(11), 1243–1250.
Spacone, E., and Limkatanyu, S.(2000). “Response of reinforced concrete members including bond-slip effects.” ACI Struct. J., 97(6), 831–839.
Thomsen, H., Spacone, E., Limkatanyu, S., and Camata, G. (2003). “Failure mode analyses of reinforced concrete beams strengthened in flexure with externally bonded fiber reinforced polymers.” J. Compos. Constr., (in press).
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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Copyright © 2003 American Society of Civil Engineers.
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Published online: Sep 15, 2003
Published in print: Oct 2003
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