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SEISMIC RESPONSE BEHAVIOR USING STATIC PUSHOVER ANALYSIS AND DYNAMIC ANALYSIS OF HALF-THROUGH STEEL ARCH BRIDGE UNDER STRONG EARTHQUAKES
http://hdl.handle.net/2298/32804
http://hdl.handle.net/2298/32804a5129144-c681-4d4e-839b-37a134cc0748
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
IJCIET_5_1_073-088.pdf (1.5 MB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
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| 公開日 | 2015-07-22 | |||||
| タイトル | ||||||
| タイトル | SEISMIC RESPONSE BEHAVIOR USING STATIC PUSHOVER ANALYSIS AND DYNAMIC ANALYSIS OF HALF-THROUGH STEEL ARCH BRIDGE UNDER STRONG EARTHQUAKES | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題 | Dynamic analysis, half-through type arch bridge, static pushover, seismic behavior, ultimate strength | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
Cahya, Evi Nur
× Cahya, Evi Nur× Yamao, Toshitaka× Kasai, Akira |
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| 別言語の著者 |
チャハヤ, エフィ ヌル
× チャハヤ, エフィ ヌル× 山尾, 敏孝× 葛西, 昭 |
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| 内容記述 | ||||||
| 内容記述 | This paper presents the seismic response behavior of the static pushover and dynamic response analyses of a half-through steel arch bridge subjected to earthquake waves. The static pushover analysis were carried out using three loading cases which are considering the dead load,live load, impact load and earthquake load, according to Japan Specifications for Highway Bridges (JSHB) loading condition. These results were being compared with the results from dynamic analysis. The dynamic response analyses were carried out using earthquake waves in transverse and longitudinal directions in order to investigate the seismic behavior of the arch bridge model. The seismic waves according to the JSHB seismic waves were applied and the response behavior was investigated from two different earthquake records. The finite element software of ABAQUS was used in the dynamic analysis, using both modal dynamic and direct integration analysis. The first yielded members under longitudinal and lateral loading were found, as well as the spreading of the plastic zones. According to the analytical results from static and dynamic analysis as well, it was found that the plastic members were clustered near the intersections of arch ribs and stiffened girders and the diagonal brace that connected two arch ribs. The behavior under static analysis showed large value of the strain in the members both in the arch ribs and the stiffened girders which composed of stiffened box-section than the result of dynamic analysis from both earthquake wave records. | |||||
| 書誌情報 |
International Journal of Civil Engineering and Technology (IJCIET) 巻 5, 号 1, p. 73-88, 発行年 2014-01 |
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| ISSN | ||||||
| 収録物識別子 | 09766308 | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 形態 | ||||||
| 1495858 bytes | ||||||
| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 524 | |||||
| 出版者 | ||||||
| 出版者 | International Association for Engineering and Management Education (IAEME) | |||||
| 資源タイプ | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | 論文(Article) | |||||
| 資源タイプ・ローカル | ||||||
| 雑誌掲載論文 | ||||||
| 資源タイプ・NII | ||||||
| Journal Article | ||||||
| 資源タイプ・DCMI | ||||||
| text | ||||||
| 資源タイプ・ローカル表示コード | ||||||
| 01 | ||||||
| URL | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | http://www.iaeme.com/previousissue.asp?JType=IJCIET&VType=5&IType=1 | |||||
| コメント | ||||||
| 【著者所属】Cahya, Evi Nur：熊本大学大学院自然科学研究科、山尾敏孝：熊本大学大学院自然科学研究科、葛西昭：熊本大学大学院自然科学研究科 | ||||||
