日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
弾性理論解に基づく直接基礎の水平変位および水平地盤ばねの簡易算定法
古垣内 靖中沢 楓太川崎 健二郎
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ジャーナル フリー

2018 年 24 巻 57 号 p. 587-590

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The calculation method of horizontal soil spring for spread foundation proposed in this paper is able to assess horizontal soil springs of various individual foundation groups with considering interactions among spread foundations. In addition, the horizontal soil spring of the spread foundation with complex shape can be easily evaluated due to discretizing aggregate of circular foundation. The validity of the calculation method was confirmed by comparing calculated results against those of elastic finite element analysis and elastic theory.

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© 2018, 日本建築学会
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