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.

引用

页码：217 / 225

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