書誌事項
- タイトル別名
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- STOCHASTIC STUDY ON COEFFICIENT OF IMPACT IN DESIGN OF HIGHWAY BRIDGE
- ハシ ノ ショウゲキ ケイスウ ニ カンスル カクリツロンテキ イチ コウサツ
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Dynamic behaviors of a bridge under the several pulsating forces show the resultant vibration as the results of combination of each individual vibration. In such case, the phase differences of fundamental vibrations from each other have a certain influence upon the resultant oscillation of the bridge. Therefore, in this paper, the authors consider that these phase differences occur at random under the various traffic conditions, and they stochastically clarify that the values of the impact coefficients are reduced successively according to the loading length.
収録刊行物
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- 土木学会論文集
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土木学会論文集 1959 (62), 1-5, 1959
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205372470912
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- NII論文ID
- 130003978443
- 40018160500
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- NII書誌ID
- AN00174858
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- ISSN
- 18844944
- 00471798
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- NDL書誌ID
- 9132072
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- データソース種別
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- JaLC
- NDL
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