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- Time history response analysis of cooperative effects of the tall frame-shear wall structure-piles-soil system 高层框架剪力墙结构与桩-土共同作用的时程响应分析
- time history response analysis 时程分析
- analysis of earthquake time history response 地震时程分析
- earthquake dynamic time history response 地震时程响应
- Accuracy comparison of engineering methods for calculating dynamic time history response of vibration-isolated buildings 隔震结构动力时程响应工程算法的精度对比
- TIME - HISTORIES RESPONSE ANALYSIS OF INTEGRAL STEEL PLATFORM FORMWORK SYSTEM UNDER WIND- INDUCED VIBRATION 整体钢平台模板体系风振响应时程分析
- time history response 时程响应
- Evaluation of Time History Responses of Wind Induced Torsion Vibration on Rectangle High Rise Buildings 矩形高层建筑结构扭转风振反应时程的分析计算
- Seismic response analysis methods for performance based design II. 基于性能设计的建筑振动解析2。
- Each time history repeats itself, the price goes up. 答案：历史每重演一次，代价就增加（一分）。
- China is a eastern courtry with a long time history. 中国是一个有着悠久历史的东方国家。
- In the example of Nimu Bridge, a FEM model of 3D beams is established by beam grid method, and mode analysis and time history analysis have been done. 以尼木大桥为例,采用梁格法建立了空间梁单元有限元模型,进行了模态分析和动力时程分析。
- As this method is a straightforward one, it is applicable for the time response analysis of interconnects in any conditions. 另外由于本算法是直接的数值算法，所以在处理互连线问题时，不受条件限制，可以适用于任何类型的互连线响应分析。
- A time history analysis method for calculating the dynamic stability safety factor of high rock slope under excavation blasting is proposed. 提出一种计算岩质高边坡爆破开挖情况下动力稳定性安全系数的时程分析方法。
- Lastly, ANSYS was employed to complete the time history analysis.The results of the time history analysis had cormfirmed the pushover analysis. 最后，利用有限元软件ANSYS对相同的半刚性连接钢框架进行动力时程分析，将分析结果与推覆分析结果进行比较。
- To evaluate the nicety and reliability of POA method, the author compares the POA with inelastic time history analysis through case study. 作者通过算例分析，对推倒分析法与非线性时程分析法进行了比较，以评估推倒分析法的准确度及可靠性。
- Based on non-proportional damping theory,complex model time history analysis of viscoelastic damper structure and evaluation method for seismic reducing effect were established. 基于非比例阻尼理论,建立了粘弹性阻尼器结构复模态时程分析及减震效果的评价方法。
- Dynamical Response Analysis of Continuous Girder Bridges Due to "Vehicle-skip at Bridge Heads". "桥头跳车"对连续梁桥动力响应的影响分析。
- Based on modal analysis to piezoelectric smart laminated plates, a finite inverse algorithm of the time history about impact loads by piezoelectric modal respondence is presented. 摘要基于对智能层合板结构的模态分析，提出由结构的压电模态响应反演瞬态荷载时间历程的有限元方法。
- If it could not be satisfied, the vibration serviceability should be evaluated by a dynamic response analysis approach (DRAA). 不能达到频率要求时，再进一步采用动力响应法分析。
