REINFORCEMENT HANDBOOK
Aug 02, 2012 · the condition of the building, enable the existing reinforced concrete to be used with only minor modifications. For this reason, historical data is given in Appendix C, Refurbishment of Buildings. Figure 2: Reinforcement being tied on site
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www.sefindia.orgthe brittle failure as result of inelastic deformation can be avoided only if the concrete is made to behave in a ductile manner so that the member can absorb and dissipate large amount of energy. Hence in the case of reinforced concrete members subjected to inelastic deformation, not only strength but also ductility plays vital role in the design.
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