The paper researches buildings of dynamic damage process analysis.
本文就着眼于建筑物的动态损害过程分析。
Through the theory and reference material analysis, it showed that the change of the dynamic characteristic parameters can reflected the damage location and degree.
通过理论及资料分析,得出工程结构在损伤前后动力特性参数即模态参数的改变包括了损伤位置和损伤程度两方面的信息。
The dynamic mechanics property of SFRHSC is investigated and strain rate sensitive constitutive relation containing damage is founded through experimental study and theoretical analysis.
主要从试验研究和理论分析出发,研究钢纤维高强混凝土的动态力学性能,建立含损伤的率型本构关系。
The testing of structural modal parameters is an important basis of dynamic response analysis and structural damage detection.
结构模态参数的测试是进一步进行结构动力响应计算、结构损伤检测等的重要基础。
And special emphasis is placed on the analysis of the dynamic response characteristics after structure goes into the damage stage.
并重点研究了导管架式海洋平台结构在进入破坏阶段后的动力反应特性。
The dynamic response analysis after structure goes into the damage stage is performed introducing the proposed method, characteristics time-varying analysis method.
研究了导管架式海洋平台结构在进入破坏阶段后的地震反应特性。
The dynamic response analysis after structure goes into the damage stage is performed introducing the proposed method, characteristics time-varying analysis method.
研究了导管架式海洋平台结构在进入破坏阶段后的地震反应特性。
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