Parameters for Calculation of Response of Reinforced Concrete Columns Subjected to Seismic Effects.

被引：0
|
作者：
Juhasova, Emilia [1 ]
机构：
[1] Ustav Stovebnictva a Architektury, SAV, Bratislava, Czech, Ustav Stovebnictva a Architektury SAV, Bratislava, Czech
来源：
Stavebnicky casopis | 1985年 / 33卷 / 07期
关键词：
EARTHQUAKE RESISTANCE;
D O I：
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学科分类号：
摘要：
The paper deals with the analysis of the character of the deformation of reinforced concrete column elements of framed structures subjected to combined action of axial force and bending. The analysis is intended to achieve the value of the ultimate non-linear seismic load under a short-term strong seismic effect. The author also evaluates dynamic calculation hysteresis models with decreasing rigidity, used and recommended for the calculation of the non-linear response of elements consisting of heterogeneous materials. It is convenient to apply them particularly for simulation of quasi-static non-linear loading of the elements.
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页码：541 / 560
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