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- W2325698989 abstract "Backbone curves were constructed following the procedures of ASCE41-07 and the ASCE41-13 for retrofitted reinforced concrete columns and masonry wall, which were previously tested until receive severe damage. Carbon Fiber Reinforce Polymer (CFRP) sheets and anchors, for jacketing in columns and diagonal tension ties on the masonry wall; and mechanical splices, providing continuity to reinforcement; were used for retrofit techniques. ASCE41-07 and ASCE41-13 provisions are compared using these backbone curves by shear resistance values and ductility, where it was found that ASCE41-07 provisions are adequate for new structures and ASCE41-13 provisions for retrofit. Then, idealized force-displacement curves and elasto-plastic curves, based on the ASCE41-13 backbone curves, normalized with respect to load at yield obtained from the idealized curves and converted data is presented to be use in computer models. These idealized curves are aimed toward calculating the seismic vulnerability of various structures using the state-of-the-analytical procedures and providing test data that will help designers to make decisions regarding the use of innovative techniques for rehabilitation of structures. Such information is needed for fully implementing performance based seismic design procedures." @default.
- W2325698989 created "2016-06-24" @default.
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- W2325698989 date "2015-12-03" @default.
- W2325698989 modified "2023-09-23" @default.
- W2325698989 title "Modeling the Performance of Rehabilitated Extremely Damaged Concrete Columns and a Masonry Wall for Analysis and Design" @default.
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- W2325698989 doi "https://doi.org/10.1061/9780784479728.014" @default.
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