15 research outputs found
New Concept on Fail-Safe Design of Foundation Structure Systems Insensitive to Extreme Motions
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Experimental Investigation on the Force-Crack Quantification Model for HSRC Columns with Flexure–Shear and Shear Failure Modes
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Seismic design requirements for reinforced concrete piers considering aftershock-induced seismic hazard
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Investigation of the reliability of nonlinear modeling approaches to capture the residual displacements of RC columns under seismic loading
No full textStudy of the residual axial capacities of shear-damaged reinforced concrete columns: Part 2—experimental verification of an evaluation model
No full textStudy of the residual axial capacities of shear-damaged reinforced concrete columns: Part 1—development of an evaluation model
No full textExperimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members
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