The feasible rational path with the conception ofelasticitycoefficient is defined.
提出弹性系数的概念，并以此来定义可行合理路径。
2
Also its influence to warp of the top plate and equivalent elasticitycoefficientof cantilever beam is discussed.
分析了残余应力对上级板的影响和对悬臂梁的等效弹性系数的影响。
3
Closely related to the characteristics of road tourist transport, this paper comes up with a regular predictive model, ElasticityCoefficient Method, about regional total volume of tourist transport.