3183 Seismic Displacement of Reinforced Concrete Frame with Bedm-yielding Mechanism :

NDL Digital Collections 5 References
  • OTANi,Shunsuke
    Department of Architecture Graduate School of Engineering University of Tokyo
  • YE,Lieping
    Department of Civil Engineering Tsinghua University Beijing China

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Elastic and inelastic dynamic analysis methods were used to calculate displacement of a 12-story reinforced concrete frame which was designed to form the beam-yielding mechanism under earthquake motions. The results suggested that inelastic maximum displacement and story drift of the beam-yielding frame structure under different intensity earthquake motions can be estimated by an elastic response analysis method.

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