DYNAMIC SOIL-STRUCTURE INTERACTION.

被引：1

作者：

Sarrazin, Mauricio

Roesset, Jose M.

Whitman, Robert V.

机构：

来源：

| 1972年 / 98卷 / ST7期

关键词：

EARTHQUAKE RESISTANCE - FOUNDATIONS-Earthquake Resistance - MATHEMATICAL MODELS;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The effect of soil-structure interaction on the structural response to earthquake motion is analyzed. The structure is modeled by a one degree-of-freedom system resting on an elastic half space. The soil is then approximated by simple mass-spring dashpot systems using the solutions obtained by G. N. Bycroft for the soil compliances. The resulting dynamic model is expressed by nondimensional parameters. The input motion is first assumed a white noise process, and the maximum response is replaced by the rms response.

引用

页码：1525 / 1544