STUDY ON THE IMPACT BEHAVIOR AND NOISE OF STEEL SLAB TO WHICH RIGID URETHANE WAS ATTACHED
STUDY ON THE IMPACT BEHAVIOR AND NOISE OF STEEL SLAB TO WHICH RIGID URETHANE WAS ATTACHED
批准号:
09650522
负责人:
OKAMURA Miyoshi
金额:
$2.11万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1997
资助国家:
日本
项目状态:
已结题
起止时间:
1997 至 1998
中文摘要
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英文摘要
The purposes of this study are to develop steel slab which is superior in vibration reduction effect and noise reduction effect. Rigid urethane is introduced as a damping material and the reduction effect of rigid urethane on local vibration and noise in steel slab are investigated. Outlines of the research result are as follows.1. Impact tests were carried out on the composite plates which were consisted of steel plate and rigid urethane. The damping constants of the composite plates and the rigid urethane were estimated. In addition, the relationship between thickness and the damping constant of the rigid urethane was clarified. Moreover, elastic impact behaviors of the composite plates were calculated by applying the discrete model which is composed of the finite strip method and the finite prism method, and the validity of the analytical method was examined.2. Natural vibration analysis and stationary vibration analysis of the composite plates were carried out. Then, the local vibration characteristics and the vibration reduction mechanism were clarified. In addition, noise reduction effect of rigid urethane was also clarified by computing the power of the vibration velocity of the surfaces of composite plates.3. Natural vibration analysis of the plate girder which was filled with rigid urethane was carried out, and the vibration characteristics of the independent modes of the rigid urethane were mainly investigated. Furthermore, the effects of the material properties of rigid urethane were also examined, and the boundary frequencies in which the independent modes of the rigid urethane occurred were clarified4. The dynamic response analysis under traveling load was carried out on steel box girder which was filled with rigid urethane. The effect of the rigid urethane on the response magnification factor was examined.
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岡村美好,深沢泰晴,太田貞次: "鋼・硬質ウレタン複合部材の弾性波の位相速度" 第4回構造物の衝撃問題に関するシンポジウム論文集. (発表予定). (1998)
Yoshiyoshi Okamura、Yasuharu Fukazawa、Sadatsugu Ota:“钢-硬质聚氨酯复合构件中弹性波的相速度”第四届结构冲击问题研讨会论文集(即将发表)。
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岡村美好,深澤泰晴: "移動荷重による鋼箱桁の局部振動について" 第26回土木学会関東支部技術研究発表会講演概要集. (1999)
Yoshiyoshi Okamura、Yasuharu Fukasawa:“关于移动荷载引起的钢箱梁的局部振动”第 26 届日本土木工程学会关东分会技术研究会议摘要(1999 年)。
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Miyoshi Okamura, Yasuharu Fukasawa: "Characterstics of Local Vibrations in Composite Members of Plate Girder and Rigid Urethane" Journal of Applied Mechanics JSCE. Vol.1. 345-353 (1998)
Miyoshi Okamura、Yasuharu Fukasawa:“板梁和刚性聚氨酯复合构件的局部振动特征”应用力学杂志 JSCE。
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Miyoshi Okamura, Yasuharu Fukasawa: "Reduction Characteristics of Vibration and Radiated Sound of Composite Plates of Steel and Rigid Urethane" Journal of Structural Engineering. Vol.45A. (1999)
Miyoshi Okamura、Yasuharu Fukasawa:“钢和硬质聚氨酯复合板的振动和辐射声的降低特性”结构工程杂志。
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Miyoshi Okamura, Yasuharu Fukasawa: "On the Local Vibration of Steel Box Girder under Moving Load" Proceedings of the 26th Technology and Reseach Conference of the Kanto Branch of JSCE. 86-87 (1999)
Miyoshi Okamura、Yasuharu Fukasawa:“移动荷载作用下钢箱梁的局部振动”日本土木工程师协会关东分会第26届技术研究会议论文集。
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