摘要
结合土—结构相互作用的研究现状,主要应用粘弹性地基模型进行分析,重点介绍了几种常用的粘弹性地基计算模型,并分别作了阐述,对完善不同模型下粘弹性地基梁的计算方式有重要的意义。
Integrating with research status on the interaction of soil-structure,this paper carries on an analysis by mainly applying viscoelastic foundation model,focuses on the introduction on several common viscoelastic foundation calculation models,and makes a review for it,which has important significance for perfecting calculation methods of viscoelastic foundation beam under different models.
出处
《山西建筑》
2010年第32期117-119,共3页
Shanxi Architecture
关键词
地基
粘弹性模型
本构方程
foundation
viscoelastic model
constitutive equation
