基于MSC.Marc二次开发的土体静力和地震非线性分析方法
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摘要
本文在MSC.M arc提供良好的用户二次开发环境下,利用用户使用的应用编程接口USER SUB.HYPELA,添加了多层土的静力Duncan-Chang本构关系模型和动力等效线性化本构关系模型,并通过两个算例验证了本文二次开发的可靠性。
Under the favorable redeveloping condition and Application Programming Interface USER SUB.HYPELA for user applied by MSC.Marc,DuncanChang model for static nonlinear elastic analysis and equivalent linearization model for nonlinear dynamic analysis of multi-layer soils are added,and two examples are calculated to verify the reliability of the redevelopment.
引文
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