Abstract
Deep reinforced concrete beams subjected to quasi-static loading have been studied both experimentally and analytically [1, 2]. The primary purpose of these studies has been to examine the behavior of such structures during earthquake. It is known that static analysis and static testing are not adequate in representing dynamic behaviors of structures. However, dynamic load cannot be easily simulated or measured in the laboratory. Hence, the purpose of this paper is to use general purpose computer programs to simulate the behavior of the deep R/C beams under dynamic loading. The information from this study will be used in the future study of R/C structures under seismic loading.
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References
Cervenka, V.; Gerstle, K.H.: Inelastic Finite Element Analysis of Reinforced Concrete Panels Under In-Plane Loads. Ph.D. Dissertation, University of Colorado, Boulder, Colorado, 1970.
Hanna, Y.G.; Mirza, M.S.: Nonlinear Analysis of Reinforced Concrete - Endochronic Theory. Structural Report, Department of Civil Engineering and Applied Mechanics. McGill University, Montreal, Canada.
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Vajarasathira, K.; Yener, M.: Endochronic Model for Concrete. CEE-STR-86–1. Utah State University, Logan, Utah.
Vajarasathira, K.; Yener, M.: Verification of Plasticity Models. CEE-STR-86–2. Utah State University, Logan, Utah.
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© 1986 Springer Japan
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Yener, M., Vajarasathira, K. (1986). Deep R/C Beams Subjected to Cyclic Loading. In: Yagawa, G., Atluri, S.N. (eds) Computational Mechanics ’86. Springer, Tokyo. https://doi.org/10.1007/978-4-431-68042-0_141
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DOI: https://doi.org/10.1007/978-4-431-68042-0_141
Publisher Name: Springer, Tokyo
Print ISBN: 978-4-431-68044-4
Online ISBN: 978-4-431-68042-0
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