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- Konishi Ichiro
- 社團法人土木學會 京都大学, 工学部土木工学教室
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- Yamada Yoshikazu
- 社團法人土木學會 京都大学, 工学部土木工学教室
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- Shinozuka Masanobu
- 社團法人土木學會 京都大学大学院, 工学研究科土木工学専攻 米国コロンビヤ大学
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- Kobori Tameo
- 社團法人土木學會 神戸市調査室
Bibliographic Information
- Other Title
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- 橋の衝撃係数に関する確率論的一考察
- 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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Abstract
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.
Journal
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- Transactions of the Japan Society of Civil Engineers
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Transactions of the Japan Society of Civil Engineers 1959 (62), 1-5, 1959
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205372470912
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- NII Article ID
- 130003978443
- 40018160500
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- NII Book ID
- AN00174858
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- ISSN
- 18844944
- 00471798
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- NDL BIB ID
- 9132072
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed