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   塑性动力反应 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.661秒
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塑性动力反应
相关语句
  dynamic plastic response
    ANALYSIS OF THE DYNAMIC PLASTIC RESPONSE OF CYLINDRICAL SHELL FULL OF FLUID
    充流体园柱壳的塑性动力反应分析
短句来源
    In this paper, an analysis is presented for the dynamic plastic response of an ideal rigid - plastic cylindrical shell, full of fluid and with a limited length, under a symmetric rectangular impact loading.
    本文对有限长充满流体的理想刚塑性园柱壳,在轴对称矩形冲击侧压作用下的塑性动力反应进行了分析。
短句来源
    Under some simplify conditions, an analytic solution and a relationship among main parameters have been obtained for the influence of fluid on the dynamic plastic response of the cylindrical shell.
    在某些简化假定的前提下,导出了流体对园柱壳塑性动力反应影响的解析解和主要参数之间的关系。
短句来源
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  dynamic plastic response
The dynamic plastic response characteristics of circular beam
      
Suggestion of a new dimensionless number for dynamic plastic response of beams and plates
      
A dimensionless number, termed response number in the present paper, is suggested for the dynamic plastic response of beams and plates made of rigid-perfectly plastic materials subjected to dynamic loading.
      
On dimensionless numbers for dynamic plastic response of structural members
      
A dimensional analysis is reported for the dynamic plastic response and failure of structural members, which includes material strain hardening, strain rate and temperature effects.
      
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In this paper, an analysis is presented for the dynamic plastic response of an ideal rigid - plastic cylindrical shell, full of fluid and with a limited length, under a symmetric rectangular impact loading. Under some simplify conditions, an analytic solution and a relationship among main parameters have been obtained for the influence of fluid on the dynamic plastic response of the cylindrical shell. By the numerical calculation, the influence of fluid on the limiting dynamic loading and final displacement...

In this paper, an analysis is presented for the dynamic plastic response of an ideal rigid - plastic cylindrical shell, full of fluid and with a limited length, under a symmetric rectangular impact loading. Under some simplify conditions, an analytic solution and a relationship among main parameters have been obtained for the influence of fluid on the dynamic plastic response of the cylindrical shell. By the numerical calculation, the influence of fluid on the limiting dynamic loading and final displacement of the shell has been compared with that of non-fluid shell. Some main graphs are also given.

本文对有限长充满流体的理想刚塑性园柱壳,在轴对称矩形冲击侧压作用下的塑性动力反应进行了分析。在某些简化假定的前提下,导出了流体对园柱壳塑性动力反应影响的解析解和主要参数之间的关系。经数值计算,流体对园柱壳动力极限荷载和最终位移的影响与不充流体条件下的壳体作了对比,并给出了主要的图线。

This paper is based on the shaking table test of one small-scale micr-oconcrete eighteen-story building, which was done in the Engineering structure Institution of Tongji University. In this paper, using system identification method , study its dynamic model and elastroplastic dynamic response.The special dynamic response properties and the weak links of earthquakeresistant have been found.And some design suggestions have been Pzestent.

本文以作者在同济大学工程结构研究所4×4m模拟地震振动台上所做的小比例微粒混凝土十八层结构模型试验为基础,运用系统识别方法研究了这种结构的动力计算模型和弹塑性动力反应,寻出其在地震作用下反应特征和抗震薄弱环节,并提出一些设计建议。

In order to have an understanding of the seismic behavior of multistory brick infilled R.C frame structures, a 1/3 scale model of infilled frame building was tested on shaking table by subjecting to a sequence of simulated input motions of progressively increasing magnitude to ultimate failure. Moreover, the dynamic properties and the corresponding changes as the structure degraded were also measured. On the other hand, simplified method and formulas for evaluation of the interstorey lateral stiffnesses and...

In order to have an understanding of the seismic behavior of multistory brick infilled R.C frame structures, a 1/3 scale model of infilled frame building was tested on shaking table by subjecting to a sequence of simulated input motions of progressively increasing magnitude to ultimate failure. Moreover, the dynamic properties and the corresponding changes as the structure degraded were also measured. On the other hand, simplified method and formulas for evaluation of the interstorey lateral stiffnesses and resistances of the infilled frames and seismic response analysis of multi -storey infilled frame structures are suggested. Both the evaluation of stiffnesses and resistances and seismic response analysis were applied to the model test condition and comparisons are given.

本文介绍了一个1/3比例框架填充墙结构模型模拟地震振动台试验,研究了结构动力特性与反应特征,提出了钢筋混凝土框架砖填充墙结构层间刚度与抗力的简化估计方法和公式,同时进行了多层框架填充墙结构的弹塑性动力反应分析并结合试验模型将计算结果与试验结果进行比较。

 
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