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Experimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members
2019
International Journal of Concrete Structures and Materials
To quantify the post-earthquake residual seismic capacity of reinforced concrete (RC) column members, experimental data for 6 column specimens with flexural, flexural-shear and shear failure modes are used to derive residual seismic capacity of damaged RC column members for specified damage states in this work. Besides of the experiment data, some related researches are also investigated to suggest the reduction factors of strength, stiffness and energy dissipation capacity for damaged RC
doi:10.1186/s40069-019-0361-0
fatcat:m75t3le4kneq5ondsllkfvvj3a