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Vortex-induced oscillations of reinforced concrete chimneys and its wind tunnel studies using elastic models.

Vortex-induced oscillations of reinforced concrete chimneys and its wind tunnel studies using elastic models.
钢筋混凝土烟囱的涡激振荡及其使用弹性模型的风洞研究。
批准号:
63550424
负责人:
TAMURA Yukio
金额:
$0.77万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1988
资助国家:
日本
项目状态:
已结题
起止时间:
1988 至 1990

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中文摘要
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英文摘要
When the dynamic behavior of buildings or structures is simulated in the wind tunnel testings, the dynamic similarity requirements both of the wind characteristics and the structures should be satisfied. The model air density is usually equal to the full-scale air density. Therefore, in order to make the mass ratio identical, the material density of the model should be equal to that of the full-scale structure. When attention is paid on some particular reduced frequencies, e. g. the vortex resonance, the value of the elastic modulus of the material of the model restricts the windspeed of testings as well as the size of the model. The interested reduced frequency of the phenomena should be realized in the available windspeed range inherent to the wind tunnel and its facilities or instruments.The new material for the wind tunnel simulations of reinforced concrete structures is investigated and composed. The Epoxy resin was selected as the stuff of the material of the model. The density of the reinforced concrete is about 2.4g/cm^3 while the density of the Epoxy resin is 1.2g/cm^3. As the density of the Epoxy resin is smaller than that of the reinforced concrete, in order to make the mass parameter identical, the iron powder is added into the solvent.Then, the wind tunnel testings on the vortex-induced oscillations of a reinforced concrete chimney are carried out using a model made of this material. The dynamic behavior of the model is compared with the full-scale data, and it is confirmed that the material is available to the wind tunnel testings.Finally, the method for wind resistant design of the reinforced concrete structures with a circular section are proposed.
期刊论文(12)
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会议论文
田村 幸雄,片桐 純治,丸川 比佐夫,藤井 邦雄,後藤 周平: "超高RC煙突の弾性相似模型と渦励振応答予測について" 日本風工学会誌. No.49. (1991)
Yukio Tamura、Junji Katagiri、Hisao Marukawa、Kunio Fujii、Shuhei Goto:“关于超高RC烟囱的弹性相似模型和涡激响应预测”,日本风工程学报第49期。(1991)
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通讯作者:
Yukio TAMURA,Isao NISHIMURA: "Elastic Model of Reinforced Concrete Chimney for Wind Tunnel Testing" Proceedings of the International Colloguium on Bluff Body Aerodynamics and Its Applications(Elsevier). (1990)
Yukio TAMURA、Isao NISHIMURA:“用于风洞测试的钢筋混凝土烟囱弹性模型”国际钝体空气动力学及其应用学术研讨会论文集(爱思唯尔)。
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通讯作者:
Yukio TAMURA,Isao NISHIMURA: "Elastic Model fo Reinforced Concrete Chimney for Wind Tunnel Testing" Jouranal of Wind Engineering(日本風工学会誌). No.37. 395-400 (1988)
Yukio TAMURA、Isao NISHIMURA:“用于风洞测试的钢筋混凝土烟囱的弹性模型”《风工程学报》第 37 期(1988 年)。
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通讯作者:
Yukio Tamura.: Journal of Wind Engineering(日本風工学会誌). No.37. 395-400 (1988)
田村幸雄:《风工程学报》第 37 期(1988 年)。
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通讯作者:
12
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