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, Duncan-Chang 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.
出处
《地震工程与工程振动》
CSCD
北大核心
2008年第3期178-183,共6页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金项目(50478036)
云南"十.五"重点项目
