arched gate造句
例句与造句
- with the support of the study above, this dissertation shows us the second-order analysis method of the elastic-plastic stability of steel arch gate
在此研究的基础上给出弧形钢闸门主框架弹塑性稳定性实用二阶分析方法。 - according to the fact that freeze-resisting measure is needed to be taken for the gates operating in winter and low head arch gates, electrothermic freeze-resisting device is designed in this thesis
本文根据冬季有运行要求的闸门及低水头弧形闸门需要采取防冻措施的实际情况，研究设计了一种电热型防冻装置。 - according to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
根据平面刚架稳定性能量法特征值方程(通式)，考虑弧形钢闸门主框架柱的柱端约束的特殊情况，求出挠曲线函数(试解函数)通解，得到弧形钢闸门主框架柱稳定性计算长度系数方程。其中弧门主框架主横梁式形框架的临界荷载比较现行规范推荐的有限元法简单方便、结果精确及物理概念明确等优点。 - 4 . choosing the reasonable deflection curve function . according to the energy method and the constrained condition of column end of the steel arch gate, the article presents a practical calculating formula for the stability of the main frame structure of the steel arch gate
选择合理的挠曲线函数(试解函数)，根据能量法及弧门柱端约束条件，提出弧形钢闸门主框架(平面钢框架)稳定性计算的实用解析计算公式，并根据影响弧门主框架稳定性的因素对该公式进行修正。 - 4 . choosing the reasonable deflection curve function . according to the energy method and the constrained condition of column end of the steel arch gate, the article presents a practical calculating formula for the stability of the main frame structure of the steel arch gate
选择合理的挠曲线函数(试解函数)，根据能量法及弧门柱端约束条件，提出弧形钢闸门主框架(平面钢框架)稳定性计算的实用解析计算公式，并根据影响弧门主框架稳定性的因素对该公式进行修正。 - It's difficult to find arched gate in a sentence. 用arched gate造句挺难的
- this paper analyzes and modifies all the factors influencing the stability such as elastoplasticity, horizontal loads and asymmetry loads . 6 . this paper presents a practical second-order method of the stability of main frame of the steel arch gate by combining the virtues of calculating length method
本论文的重点为提出框架柱计算长度系数实用计算公式，及考虑剪力影响、不对称性等因素对影响的研究；提出弧门主框架弹塑性稳定计算方法；提出弧门主框架弹塑性稳定二阶分析实用计算方法。 - in order to solve those problems, this article adopts the energy method to analyze the stability of the major frame of steel arch gate to make up the weakness in the current standards and found the calculating models of the stability of the whole major frame of the steel arch gate . it also presents the general formula for calculating the eigenvalue and the precise equation of the calculating the length coefficient of the steel arch gate frame by using the energy method and choosing the proper experiment function
本文主要采用能量法对弧形钢闸门主框架线弹性稳定性进行分析与研究，建立单柱概化弧形钢闸门主框架整体稳定的计算模型，并通过选择合适试解函数，应用能量法给出特征值方程及弧门框架稳定性计算长度系数精确解的公式，提出一个基于该模型方便工程设计的实用计算公式。 - in order to solve those problems, this article adopts the energy method to analyze the stability of the major frame of steel arch gate to make up the weakness in the current standards and found the calculating models of the stability of the whole major frame of the steel arch gate . it also presents the general formula for calculating the eigenvalue and the precise equation of the calculating the length coefficient of the steel arch gate frame by using the energy method and choosing the proper experiment function
本文主要采用能量法对弧形钢闸门主框架线弹性稳定性进行分析与研究，建立单柱概化弧形钢闸门主框架整体稳定的计算模型，并通过选择合适试解函数，应用能量法给出特征值方程及弧门框架稳定性计算长度系数精确解的公式，提出一个基于该模型方便工程设计的实用计算公式。 - in order to solve those problems, this article adopts the energy method to analyze the stability of the major frame of steel arch gate to make up the weakness in the current standards and found the calculating models of the stability of the whole major frame of the steel arch gate . it also presents the general formula for calculating the eigenvalue and the precise equation of the calculating the length coefficient of the steel arch gate frame by using the energy method and choosing the proper experiment function
本文主要采用能量法对弧形钢闸门主框架线弹性稳定性进行分析与研究，建立单柱概化弧形钢闸门主框架整体稳定的计算模型，并通过选择合适试解函数，应用能量法给出特征值方程及弧门框架稳定性计算长度系数精确解的公式，提出一个基于该模型方便工程设计的实用计算公式。