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首页> 外文会议>POLISH-RUSSIAN-SLOVAK Seminar on Theoretical Foundation of Civil Engineering >Calculation of reinforced concrete structures with a set seismic stability level on an earthquake
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Calculation of reinforced concrete structures with a set seismic stability level on an earthquake

机译：钢筋混凝土结构在地震上采用抗震稳定性水平的计算

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The article discusses a calculation technique for a reinforced concrete building with a braced frame on an earthquake. It allows to produce an adequate assessment of a of seismic stability level. A direct simulation of concrete, reinforcement and their binding with the help of volumetric and core finite elements is fulfilled. The paper presents the concrete work chart and considers mathematical models for the material. The authors propose calculation technique of reinforced concrete buildings with the actual reinforcement taking into account. The results of the numerical calculations of structural elements (crossbar) are compared to the field experiments conducted by US Department of Transportation Federal Highway Administration. The article examines the level of seismic stability of buildings with a braced frame, the actual reinforcement taking into account when calculating on a seismic action.
机译：本文讨论了钢筋混凝土建筑的钢筋混凝土建筑物的地震框架。它允许产生对地震稳定性水平的足够评估。满足了混凝土，加固及其结合的直接模拟，借助于体积和核心有限元的帮助。本文提出了具体工作图表，并考虑了材料的数学模型。作者提出了钢筋混凝土建筑的计算技术考虑到实际加固。将结构元素（横杆）数值计算的结果与美国交通联邦公路管理部门进行的现场实验进行了比较。本文审查了建筑物的地震稳定性水平与支撑框架，在计算地震作用时考虑到实际加强。

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