位错模型的有限单元公式
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国家地震局联合基金会与临汾任务联合资助


A FINITE ELEMENT FORMULA ON DISLOCATION MODEL
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    摘要:

    本文讨论了弹性和粘弹介质中用劈节点技术离散的结构面与非均匀位错面的等价原理,并由此证明有限单元位错公式表示的位移场与沃尔特拉位错公式表示的位移场等价,从而获得求解断层面错动产生的位移场与应力场的统一理论和方法,即用Volterra(沃尔特拉)位错公式和地面位移观测资料,反演断层面上的位移或位移速率,再用位错的有限单元公式和反演的断层位错,正演计算位移场和应力场。

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    This paper deals with a equivalent theory between the constructive plane dispersed by the technique of splitting node and the uneven dislocation plane, which lie in the elastic and viscoelastic medium, and judging from this the displacement field expressed with FEM dislocation formula are equivalent to that with Volterra dislocation formula. Thereby, the unified theory and method calculating the displacement field and the stress field induced by the fault plane slip are obtained. Namely, the displacement or the displacement rate on the fault plane are inversed based on Volterra dislocation formula and geodetic date, and then the displacement field and the stress field are calculated by means of FEM dislocation formula and the inversed value of the fault dislocation.

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宋惠珍,刘洁,兰印刚.位错模型的有限单元公式[J].地震工程学报,1993,15(2):6-12,23. Song Huizhen, Liu Jie, Lan Yingang. A FINITE ELEMENT FORMULA ON DISLOCATION MODEL[J]. China Earthquake Engineering Journal,1993,15(2):6-12,23.

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  • 在线发布日期: 2017-06-24