strong-motion earthquake meaning in Chinese
强烈地震
Examples
- It is studied in this paper by large - scale universal program ansys the problem about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake and is also analyzed in full spatial self - bracing function which is ignored by planar model of multi - storey and highrise concrete frame structure
本文主要运用大型通用有限元程序ansys研究几何非线性效应对多高层混凝土框架结构在强震作用下抗震性能的影响问题，另外，对多高层混凝土框架结构取平面模型所忽略的空间相互作用也详加分析。 - Secondly , the author assumes material is elastic , separately adopts planar model and spatial model of the 6 - 12 - 18 - storey spatial concrete frames reckons in shear deformation and axial deformation and contrastingly analyzes lateral displacement of the frames under taft . e1 - centro and tianjfn seismic wave considering geometric non - linear effect or not in order to find out the rule about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake . simultaneously , the author weighs the effect of spatial self - bracing function on structural analysis by contrasting lateral displacement between planar model and spatial model of the frames
其次，作者在弹性材料假定下，对六层、十二层、十八层空间混凝土框架，分别取其空间模型和平面模型，计入剪切变形、轴向变形的影响，按考虑几何非线性因素与否，分别在taft 、 e1 ? centro及天津地震波作用下，作以对比分析，以找出几何非线性效应对多高层混凝土框架结构在强震作用下抗震性能的影响的规律；同时，对平面模型与空间模型之间的空间相互作用，均以其几何非线性情况下的位移反应作对比分析，来衡量空间相互作用对结构分析的影响。