• Meanwhile, it establishes the restoring force model of special-shaped SRC columns.

    同时建立了钢骨混凝土异形截面柱的恢复力模型。

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  • The restoring force model for shear force-shear deformation in SRC joints is studied.

    研究SRC节点核心区剪力-剪切变形的恢复力模型。

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  • The parameters in the restoring force model corresponding to the design parameters of SRC member and structure are also determined.

    建立了型钢砼结构(空腹式)的光滑恢复力模型参数与结构设计参数的关系;

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  • Then, the damage index recording the material's behavior is integrated into restoring force model of reinforcement and concrete respectively.

    将这一记录材料性能信息的损伤指标带入材料各自的恢复力模型以考虑产生损伤后材料的强度和刚度退化。

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  • Consulting the previous research, the paper suggested the calculation method of every characteristic parameter point in restoring force model.

    参考前期研究成果提出了恢复力模型中各个特征参数点的计算方法。

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  • Based on the tests and theoretic derivation, skeleton curve of restoring force model of frame column with high axial compression ratio is got.

    在试验研究和理论推导的基础上,给出了高轴压比下框架柱恢复力模型的骨架曲线,与试验骨架曲线吻合较好。

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  • The restoring force model and the method for dealing with the characteristic value are also given, which can be applied to the elastoplastic dynamic ana...

    还给出恢复力模型及其特征点的取值方法,可进行底部框架抗震墙砖房的弹塑性动力分析。

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  • The restoring force model and the method for dealing with the characteristic value are also given, which can be applied to the elastoplastic dynamic analysis.

    还给出恢复力模型及其特征点的取值方法,可进行底部框架抗震墙砖房的弹塑性动力分析。

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  • Based on the test results and analysis, restoring force model of composite steel concrete beam was established with consideration of the degree of shear connection.

    在试验研究的基础上,考虑了剪力连接程度的影响,建立了钢—混凝土组合梁的恢复力模型,并编制了相应的计算程序。

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  • Then on the basis of experiment, a restoring force model of reversal skeleton curve of SRC wall was built, and this model can be used in nonlinear seismic analysis of SRC structures.

    在试验的基础上,本文建立了型钢混凝土剪力墙恢复力骨架曲线的数学模型,为分析高层结构的非线性地震反应分析提供了基础数据。

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  • P- restoring force model, simplified calculation methods of ductility coefficient and energy dissipation are given on the basis of integral calculation and parameter analyze for CFRST.

    在数值计算和参数分析的基础上,提出矩形钢管混凝土压弯构件荷载—位移恢复力模型,延性系数和耗能比的简化计算方法及相关计算公式。

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  • P- restoring force model, simplified calculation methods of ductility coefficient and energy dissipation are given on the basis of integral calculation and parameter analyze for CFRST.

    在数值计算和参数分析的基础上,提出矩形钢管混凝土压弯构件荷载—位移恢复力模型,延性系数和耗能比的简化计算方法及相关计算公式。

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