Presidential Young Investigators Award - Soil-Structure Interaction Under Earthquake Loading

总统青年研究员奖 - 地震荷载下的土壤-结构相互作用

• 批准号: 8958402
• 负责人: Ronald Pak
• 金额: $ 21.2万
• 依托单位: University of Colorado at Boulder
• 依托单位国家: 美国
• 项目类别: Continuing Grant
• 财政年份: 1989
• 资助国家: 美国
• 起止时间: 1989-07-01 至 1995-06-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=8958402&HistoricalAwards=false
• 关键词: Presidential; Young; Investigators; Award; Soil

This action is for support of a Presidential Young Investigator award. The research addresses soil-structure interaction under conditions of earthquake and general dynamic loading. Examples include the interaction between a building or bridge foundation (footings or piles) and the soil on which it rests, or the interaction between a tunnel, pipeline, power or communication cable, and the ground through which it runs. This interaction may result in damage to the structure. The analysis of this phenomenon for the case of small ground motions is a difficult problem: for the large ground displacements that occur near the surface fault of a large earthquake, the problem becomes much more difficult. The goal of this project is to develop a firm understanding of the subject through a coordinated research program involving (1) an investigation of the corresponding fundamental problems in the context of the theory of elasticity and plasticity, (2) numerical modeling using elasto-plastic constitutive theories by finite element and boundary integral equation methods, and (3) experiments to understand the underlying physical phenomena.

这一行动是为了支持总统 青年调查员奖。 该研究涉及土壤结构 地震相互作用 和一般动态加载。 示例 包括建筑物之间的相互作用， 桥梁基础（基脚或桩）和 它所处的土壤，或相互作用 隧道、管道、电力或 通信电缆，并通过地面 它运行。 这种相互作用可能导致 对结构的破坏。 本文针对这一现象进行案例分析 小的地面运动是一个困难的 问题：对于大的地面位移 发生在一个大的 地震后，问题变得更加严重 难 该项目的目标是 加深对这门学科的理解 通过一个协调的研究项目， （1）调查 相应的基本问题， 弹性理论的背景， 塑性，（2）数值模拟， 弹塑性本构理论 有限元边界积分方程 方法，（3）实验，以了解 潜在的物理现象。