Lan Luo, Jing Xu
Abstract
Based on the existing research, this paper presents an innovative methodology to realize direct damage-based seismic design for RC frame structures by mobilizing ESDOF theory and the damage-based strength reduction factor (RDfactor). A design example is then followed to verify this method.
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Based on the existing research, this paper presents an innovative methodology to realize direct damage-based seismic design for RC frame structures by mobilizing ESDOF theory and the damage-based strength reduction factor (RDfactor). A design example is then followed to verify this method.
Key concepts: Structural engineering, Frame (networking), Seismic analysis, Strength reduction, Reduction (mathematics), Engineering, Computer science, Mathematics