Jianmin Zhou
Abstract
A displacement-based design procedure is presented. The method is applied to the design of a three-story RC frame according to the parameters of Chinese codes. Nonlinear dynamic time history analysis is used to assess the seismic responses. The results are also compared with the current spectral acceleration-based design approach
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A displacement-based design procedure is presented. The method is applied to the design of a three-story RC frame according to the parameters of Chinese codes. Nonlinear dynamic time history analysis is used to assess the seismic responses. The results are also compared with the current spectral acceleration-based design approach
Key concepts: Structural engineering, Seismic analysis, Displacement (psychology), Frame (networking), Acceleration, Nonlinear system, Incremental Dynamic Analysis, Spectral acceleration