1) theory of vibration shape response spectrum
振型反应谱理论
2) response spectrum theorem
反应谱理论
1.
Introduction of response spectrum theorem and the development of artificial-simulated seismic wave technology;
反应谱理论与人工模拟地震波技术简介
4) mode-superposition response spectrum method
振型分解反应谱法
1.
Cantilever seismic calculation of mode-superposition response spectrum method for the gravity dam of Gutianxi first cascade;
古田溪一级重力坝悬臂梁振型分解反应谱法抗震计算
2.
Considering the seismic dynamic water pressure and foundation elasticity,the dynamic response of Baoquan masonry gravity dam is calculated by using the three-dimensional finite element method and the mode-superposition response spectrum method given in Specifications for Seismic Design of Hydraulic Structures(DL5073-2000).
考虑地震动水压力作用和地基弹性的影响,采用《水工建筑物抗震设计规范》(DL5073-2000)推荐的振型分解反应谱法,对宝泉浆砌石重力坝进行三维有限元动力分析。
3.
By using the finite element ANSYS,the paper calculates the whole structure,and analyzes its response under the earthquake action by using the mode-superposition response spectrum method,obtains the natural vibration characteristics of the structure and its different characteristics under the vertical and horizontal earthquake action through the analysis.
应用有限元程序ANSYS对结构整体进行了计算,并用振型分解反应谱法分析了其在地震作用下的响应,通过分析,得出该结构自振特性及其在水平和垂直地震作用下的不同特征。
5) response spectrum method
振型分解反应谱法
1.
A design process and the design method for viscoelastic dampers(VEDS) were in troduced on the basis of response spectrum method.
介绍了粘弹性阻尼器的设计过程,推导了基于振型分解反应谱法粘弹性阻尼器的设计方法;检验了此方法的精确度及使用范围;分析了随粘弹性阻尼器附加刚度的增加,附加阻尼比的变化规律;给出了粘弹性阻尼器储存刚度与层刚度的合理比值范围。
6) mode decomposition response spectrum method
振型分解反应谱法
1.
Based on viscous-spring artifical boundaries,seismic response analysis of the Bell Tower are conducted using mode decomposition response spectrum method.
为探讨土-结构相互作用对西安钟楼地震反应的影响,建立了钟楼上部木结构-台基-地基三维有限元模型,基于粘-弹性人工边界条件,利用振型分解反应谱法进行了地震反应分析。
补充资料：反应素依赖型变态反应
反应素依赖型变态反应
reagin?dependent allergic reaction
即“第Ⅰ型变态反应”。
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