Theoretical investigation of interaction between a rectangular plate and fractional viscoelastic fou

• 作 者: Chengcheng Zhang Honghu Zhu Bi
• 机 构: SchoolofEarthSciencesandEngineering,NanjingUniversity（Suzhou）High-TechInstitute,SchoolofCivilEnginee
• 出 处: 岩石力学与岩土工程学报：英文版
• 发表日期: 2014年4期
• 关键词: 简支矩形板 粘弹性地基 分数阶微积分 小数 基础理论 拉普拉斯变换 弹性模型 相互作用 Viscoelastic foundation Plate deflec
• 基金项目: supported by the National Natural Science Foundation of China (Grant Nos. 41230636, 41302217),Suzhou Science and Technology Development Program (Grant No. SYG201213)

The interaction between plates and foundations is a typical problem encountered in geotechnical engineering. The long-term plate performance is highly dependent on the rheological characteristics of ground soil. Compared with conventional linear rheology,