屈曲系数 meaning in Chinese
buckling coefficient
Examples
- In the end , the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ) , which span is 198m , is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation . the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed , in which the dead load and the live load are assembled according to the criterion . on the other side , the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched
最后，将本文所提出的三维非线性分析方法及其主要研究成果直接应用于198m跨劲型骨架式钢管混凝土拱桥“淳安威坪大桥”的分析计算中，对该桥在最不利恒载和活载组合下的一般特征值失稳系数和非线性屈曲系数进行了对比研究，并对一期恒载长期作用下该桥的徐变变形、附加应力以及截面应力、应变重分布规律分别进行了深入研究。 - On the basis of this , the paper makes a great deal of calculation and analysis in this part , different parameters " effect and stress gradient are included . local buckling coefficient and the efficient width calculated formula are provided and look forward to take a reference to the redaction of the specification
本文对此内容进行了较为深入的研究，考虑了多个参数的影响，对各种应力比作用下的楔形腹板的屈曲及屈曲后强度进行了计算分析，得出了考虑翼缘相关作用的楔形腹板屈曲系数及有效宽度系数的计算公式，以期为规范的修订提供参考。 - Gabled frames are widely used in industry and civil engineering , it ' s web plates " local buckling calculated formula in the technical specification for steel - structure of one - storey light - weight buildings with gabled frames ( cecs102 : 98 ) are based on the rectangular plates " and did n ' t consider the interaction of the fringe plate . so , there are some different between the actual members and the prescript of the specification , and the post - buckling strength ' s calculated formula is based on the local buckling ' s , it must have some unreasonable
楔形门式刚架广泛地应用于工业与民用建筑中， 《门式刚架轻型房屋钢结构技术规程》 ( cecs102 ： 98 )中楔形腹板局部屈曲的计算公式来自矩形板，并且没有考虑翼缘的相关作用，因此，规程中的规定与构件的实际工作状况有一定的差异，且屈曲后强度的计算公式也是以局部屈曲系数为基础的，势必有其不合理性。