dynamic period造句
例句与造句
- the result indicates : modify dynamic period relates to the sort of ground, toft structure . 1 > 1, 2 > 1 indicates the common burying depth, 2 < 1 indicates burying depth is deep
_1是个大于1的系数；_2是个不定的系数，常规情况下大于1，当埋深较大时小于1。 - according to theory of bent structure, the paper applies the moment balance and potential energy theory, and works out the modified modulus 1 and 2 for the depth of burying foundation and toft transmutation, which effect buildings dynamic period
根据排架结构分析理论，应用力矩平衡及势能原理分别推导出地基变形及基础埋深对结构自振周期的修正系数_1和_2。 - net capital flows as a percentage of gdp among developed nations were higher at the beginning of the 20th century than they were at the century s end . the world of a century ago also was a dynamic period of social movements and ideas that transformed societies and changed lives
正如美联储主席艾伦?格林斯潘所说，百年前的贸易在世界经济产出中所占的比例同当今大致相同。在发达国家中，20世纪初的净资本流动额在国内生产总值中所占的比例比20世纪末还要高。 - the essay combines " code for seismic design of buildings " ( gb50011-2001 ), analyzing and discussing bent structure of one-story industry buildings tinder the interaction of the seismic, ground-structure, and works out calculation model for bent structure's dynamic period about the depth of burying foundation and toft transmutation; the model is employed expediently, adapts to actual engineer construction design at present
本文结合我国《建筑抗震设计规范》(gb50011-2001)，对单层工业厂房排架结构在地震作用下土?结构共同作用问题进行了分析讨论，给出了考虑基础埋深与地基变形影响时排架结构自振周期的计算模型；这?模型应用方便，适合目前实际工程结构设计使用。 - through researching practical engineering on anti-earthquake analysis between the concrete structure and storey-between truss, this paper compared dynamic period and seismic behavior of this two kinds of structures, calculated force and deflection, put forward into the storey-between truss is an economic, reasonable, practical structure, it can conveniently construct and save space
比较了这两种结构的自振周期、振型，并对其内力(主要梁)的内力、变形进行验算，说明在地震地区，选用层间桁架结构比混凝土框架梁具有更好的抗震性，同时具有经济合理、方案可行、方便施工、节约空间的特点。 - It's difficult to find dynamic period in a sentence. 用dynamic period造句挺难的
- based on the general design of bent structure . aiming at multi-complexion bent structure, the essay calculates the dynamic period and domino effect of earthquake, 66 groups in all about shearing force ( q ) and crooked ( m ) of control section . the essay chooses appropriate regress parameter through repeating attempt, and makes use of origin regress analysis program protract dot chart of multi-structure, through multinomial regress analyse, finally works out the simplified formulas for single-stride bent with different stride shearing force ( q ) and crooked road ( m ) of control section
以排架结构常规设计为基础，针对多种工况下的排架结构，计算了自振周期、地震作用及其效应，共有66组控制截面的剪力q和弯矩m。然后经过反复尝试选定合适的回归参数，利用origin回归分析程序绘出各类结构的散点图，经过多项式回归分析，得到单跨排架不同跨度时控制截面剪力和弯矩的简化计算公式。