VIBRATIONS OF BEAM-COLUMNS ON TWO-PARAMETER ELASTIC FOUNDATIONS.

被引：0
|
作者：
Valsangkar, A.J. [1 ]
Pradhanang, R. [1 ]
机构：
[1] Univ of New Brunswick, Fredericton,, NB, Can, Univ of New Brunswick, Fredericton, NB, Can
来源：
Earthquake Engineering & Structural Dynamics | 1988年 / 16卷 / 02期
关键词：
COLUMNS - Vibrations - FOUNDATIONS - Elasticity - MATHEMATICAL MODELS;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The natural response of a partially supported beam-column is investigated by idealizing the soil support as a two-parameter model. The computed natural frequencies are compared when the same problem is solved by idealizing the elastic foundation as a Winkler model.
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页码：217 / 225
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