Wind-induced noise in bridge members and its mechanism
Wind-induced noise in bridge members and its mechanism
批准号:
05452232
负责人:
FUJINO Yozo
金额:
$4.42万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (B)
财政年份:
1993
资助国家:
日本
项目状态:
已结题
起止时间:
1993 至 1994
中文摘要
为了弄清平板叶栅扶手的风致声特性,进行了一系列风洞试验。当风斜向板时,可以观察到纯粹的响亮声音。声频与风速的关系以及流动可视化实验结果表明,产生声音的原因如下:从板块迎风边缘分离出来的气流撞击同一板块的另一个迎风边缘,产生较大的压力波动。观察到,随着风速的增大,声频呈阶梯状增加,并与平板叶栅所围空间的声振荡共振频率相对应。频率的逐步增加表明在声音的产生和声学谐振振荡之间存在反馈。为了研究利用周期声和实验方法抑制结构流激振动的可能性,对圆柱涡激振动进行了数值模拟。采用基于ALE公式的有限元法模拟了涡激振动,并采用预测-校正法进行了时间积分。实验和数值结果表明,转换波频率的激励对改变圆柱周围的流动特性和涡激振动特性最为有效。这些变化似乎是由于在柱后早期涡形成过程中对涡生长的促进所致。
英文摘要
To clarify the characteristics of the wind-induced sound from handrails of flat plate cascades, a series of wind tunnel experiments is conducted. Pure loud sound is observed when the wind is oblique to the plates. The relation between the sound frequency and the wind speed as well as the result from the flow visualization experiment suggests the cause of the sound as follows ; the flow separated from the windward edge of the plate impinges the other windward edge of the same plate, generating large pressure fluctations. It is observed that the sound frequencies increase in a step-wise manner as the increase of the wind speed, and they are shown to correspond to the resonant frequencies of acoustic oscillation of the space enclosed by the flat plate cascades. The step-wise increase of the frequencies indicates that there is a feedback between the sound generation and the acoustic resonant oscillation.In order to investigate the possibility of suppressing flow-induced vibration of structures by applying periodic sound as well as experiments to the flow around the structures, numerical simulations of the vortex-induced vibration of a circular cylinder are carried out. A FEM based on the ALE formulation was employed to simulate the vortex-induced vibration, with the time integration being carried out by the predictor-corrector method. The experimental and numerical results revealed that the excitation with the transition wave frequency is the most effective in changing the flow characteristics around the cylinder and the characteristics of the vortex-induced vibration. These changes appear to be caused by the promotion of the vortex growth in the early vortex formation behind the cylinder.
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Hiejima, S.et al: ""An experimental study on the control of the vortex-induced vibration of a circular cylinder by acoustic excitation" Proc.of JSCE,525/I-33. 171-179 (1995)
Hiejima, S.et al:“通过声激励控制圆柱体涡激振动的实验研究”Proc.of JSCE,525/I-33.171-179 (1995)
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通讯作者:
藤野 陽三: "平板列で構成される高欄に生じる空力音に関する" 騒音制御工学会 講演論文集. 173-176 (1993)
Yozo Fujino:“关于由平板排组成的栏杆中产生的空气动力噪声”,噪声控制工程师协会会议记录 173-176 (1993)。
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Kimura,K: "An experimental study on aerodynamic noise from handrails of flat plate cascades" 第9回世界風工学会議(ニューデリー). Vol.5. (1995)
Kimura, K:“平板叶栅扶手气动噪声的实验研究”,第九届世界风工程会议(新德里)(1995 年)。
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比江島 慎二 他: "平板列で構成される高欄に生じる空力音に関する実験的研究" 日本風工学会年次研究発表論文集. (印刷中). (1994)
Shinji Hiejima 等人:“由平板排组成的栏杆产生的空气动力噪声的实验研究”日本风工程学会年度研究报告论文集(正在出版)(1994 年)。
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Kitagawa, T., Yozo, FUJINO: ""Vortex-induced vibration of a circular cylinelrical tower at a high wind speed"" Proc.of JSCE Engineering. (1996)
Kitakawa, T.、Yozo、FUJINO:“高风速下圆柱塔的涡激振动”Proc.of JSCE Engineering。
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共 13 条
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Establishment of Infrastructure Monitoring System using High-accuracy Laser Dopper Vibrometers and its Application to Real Infrastructure
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Identification of Vibration Mode Shapes for a Bridge Deck under Ambient Vibration for the Health Monitoring
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Effective control of structure under the excitation due to nonstationary natural wind force
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Formulation of design guideline for long-life steel girder bridges
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Verification of effectiveness of multiple tuned liquid damper and its design guide
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Human-induced vibration of a bridge and its mechanism
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Vibration control of civil engineering structures and their elements
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Dynamic behaviour of suspended cables under wind and wind resistant design
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海外基金