1) time history response
时程响应
1.
,including its vibration mode,period,displacement,internal force and seismic time history response.
本文对超薄壁型轻钢结构多层住宅结构体系的分析研究,主要在一榀平面框架模型基础上,建立相应的质点动力计算简图和计算方法,同时着重分析了考虑蒙皮效应的超薄壁型轻钢结构在地震等动力荷载作用下的受力影响情况,包括结构振型、周期、位移、内力等动力特性及地震的时程响应行为,并与未考虑蒙皮效应的超薄壁型轻钢结构进行了对比分析研究,得出的有限元分析模型对以后的理论分析有一定的借鉴作用,并对工程实际应用提供较为可靠的理论依据。
2) time-history response
时程响应
1.
Based on the static analysis,seismic time-history response behavior for the high rock slope to anti-seismic against M8 earthquake,with 0.
212 g的时程响应分析。
2.
A finite element model of a high-rise steel structure is built and time-history response of the model impacted by Tianjin seismic wave is analyzed.
采用的主要分析方法是有限元模型在天津波作用下的时程响应数值模拟,并对杆件应力、层间位移等重要控制变量进行对比分析。
3) time-domain response method
时程响应法
4) displacement temporal response
位移时程响应
5) seismic time-history response
地震时程响应
1.
Two acceleration time-history curves Tianjin wave and EL-Centro wave are chosen to analyze seismic time-history response by using uniform excitation and traveling-wave excitation.
选用天津波和EL-Centro波两种加速度时程曲线,采用一致激励和行波激励分别进行地震时程响应分析。
2.
The seismic time-history response of large aqueduct is also studied under three operating conditions with input of EL-Centro wave,Taft wave and Tianjin wave respectively.
并计算了大型渡槽结构在3种工况分别输入EL-Centro、Taft、天津地震波3种地震波作用下的地震时程响应。
6) dynamic time history response
动力时程响应
1.
Based on the state space theory for the problem of analysis and calculation of structural dynamic time history response and equation of structural dynamic, the state equation is derived for analysis and calculation of structural dynamic time history response by introducing the state space vectors of structural system.
基于状态空间理论分析与计算结构动力时程响应问题,根据结构动力学方程,引入结构系统的状态变量,建立结构动力时程响应分析的状态方程,并给出非齐次状态方程的解。
补充资料：程程
1.旅途停顿处。 2.一程又一程。谓路程遥远。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条