書誌事項
- タイトル別名
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- Defrection and Stress Analysis of Earth Anchor Beam
- アンカー オ モチイタ リョウ ノ タワミ オウリョク カイセキ
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抄録
The deflection and stress of gridwork type earth anchor beam has been carefully studied by the general elastic theory.<BR>Calculating four kinds of integration constants through boundary condition by trial and error methods, the specific relations between these constants have been found out for the following two models.<BR>MODEL 1: No interpenetration at the center of the beam<BR>C1: C2=C3: C4<BR>MODEL 2: Infinite length between the anchors<BR>C1=-C2 C3=C4<BR>Moreover, the new method whitch can calculate generally the deflection and stress of anchor beam has been found out.<BR>From the evaluation of the calculated results of both methods (Chang's equation and Four constants method), Chang's method gives smaller bending moment by 4.5% and longer pressed span by 50% for MODEL 2, while both methods give the similar results for MODEL 1.<BR>The careful consideration is recommended for the application of Chang's equation for the MODEL 2, where the reaction from the ground should be considered.
収録刊行物
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- 地すべり
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地すべり 35 (3), 34-38_1, 1998
公益社団法人 日本地すべり学会
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詳細情報 詳細情報について
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- CRID
- 1390282679522105088
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- NII論文ID
- 10013624838
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- NII書誌ID
- AN00332562
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- ISSN
- 18843956
- 02852926
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- NDL書誌ID
- 6354103
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- データソース種別
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- JaLC
- NDL
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- 抄録ライセンスフラグ
- 使用不可