The negative moment of the beam can not be concluded by the method based on the half-spaceelastic foundation theory, but the negative moment is proved by the numerical analysis.
基于弹性半无限空间的幂级数法不能计算格构梁上的负弯矩区段,与数值分析的结果不符。
2
The changes on static stress, acquired according to the half-spaceelastic dislocation theory, can exist on fault plane for a long time until the next strong earthquake.
依据半弹性空间地震位错理论获得的静应力变化量,可以长期存在于邻近断层面上,直至下一次地震发生。
3
Regarding asphalt pavement as an axial symmetrical body of multilayered saturation elastichalfspace, the fundamental thermal Biot consolidation theory and seepage flow equations are introduced.