Early history of soil-structure interaction

被引:275
作者
Kausel, Eduardo [1 ]
机构
[1] MIT, Dept Civil & Environm Engn, Cambridge, MA 02139 USA
关键词
Soil-structure interaction; History of mechanics; ELASTIC HALF-SPACE; FORCED TORSIONAL OSCILLATIONS; DYNAMIC-RESPONSE; RECTANGULAR FOUNDATIONS; IMPEDANCE FUNCTIONS; BESSEL-FUNCTIONS; LAYERED MEDIUM; SURFACE; VIBRATION; INTERIOR;
D O I
10.1016/j.soildyn.2009.11.001
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Soil-structure interaction is an interdisciplinary field of endeavor which lies at the intersection of soil and structural mechanics, soil and structural dynamics, earthquake engineering, geophysics and geomechanics, material science, computational and numerical methods, and diverse other technical disciplines. Its origins trace back to the late 19th century, evolved and matured gradually in the ensuing decades and during the first half of the 20th century, and progressed rapidly in the second half stimulated mainly by the needs of the nuclear power and offshore industries, by the debut of powerful computers and simulation tools such as finite elements, and by the needs for improvements in seismic safety. The pages that follow provide a concise review of some of the leading developments that paved the way for the state of the art as it is known today. Inasmuch as static foundation stiffnesses are also widely used in engineering analyses and code formulas for SSI effects, this work includes a brief survey of such static solutions. (c) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:822 / 832
页数:11
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