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首页> 外文会议>International Conference on High Performance Structures and Materials; 2006; Ostends(BE) >Elastic and inelastic seismic response comparison of reinforced concrete buildings with normal resistance concrete and with high resistance concrete
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Elastic and inelastic seismic response comparison of reinforced concrete buildings with normal resistance concrete and with high resistance concrete

机译：高强混凝土与正抵抗混凝土的弹性和非弹性地震反应比较。

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摘要

The elastic and inelastic seismic response of 3, 9, 17 and 25 levels of reinforced concrete buildings (offices), located in the soft soil of Mexico City, with normal resistance concrete (f′_c= 250 kg/cm~2) and with high resistance concrete (f′_c= 700 kg/cm~2) are compared. The design with normal and high resistance concrete is made with the RDF-93 and RDF-04 codes respectively. The design results (transversal sections dimensions, vibration periods, lateral displacements, reinforcement steel, etc) are compared, after making a spectral modal dynamic analysis, as well as the non-linear responses (lateral displacements, global and local ductility demands, global distribution of plastic hinges, etc) from the step-by-step dynamic analysis with the SCT-EW record of the 1985 earthquakes.
机译：墨西哥城软土中3级，9级，17级和25级钢筋混凝土建筑（办公室）的弹性和非弹性地震响应，采用普通抗力混凝土（f′_c = 250 kg / cm〜2）和比较了高电阻混凝土（f'_c = 700 kg / cm〜2）。普通混凝土和高电阻混凝土的设计分别使用RDF-93和RDF-04代码进行。在进行频谱模态动力学分析后，比较设计结果（横向截面尺寸，振动周期，横向位移，钢筋等）以及非线性响应（横向位移，整体和局部延性要求，整体分布） 1985年地震的SCT-EW记录逐步进行的动态分析得出的结果）。

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