UNSTEADY WIND FORCES IN TATSUMAKI
龙卷不稳定的风力
基本信息
- 批准号:06452288
- 负责人:
- 金额:$ 3.97万
- 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:1994
- 资助国家:日本
- 起止时间:1994 至 1995
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
The word 'tatsumaki' is used in Japan to designate meteorological phenomena as tornadoes and waterspounts. In surbeys of tatsumaki damage, great differences are often observed in the magnitude of damage to buildings, housings, towers, pylons, poles and signboards, depending on where these structures were located relative to the path of the tatsumaki. Generally, there is little regularity in the direction these structures are torn down or in which way missiles such as roofing tiles, timbers and gravels are scattered. These are results of rotational windstorms and fluctuational velocities, that are characteristic of tatsumakis. As a tatsumaki passes over, the speed and direction of wind will change constantly, creating rapid transitions in the magnitude and direction of wind loads on structures it encounters, both in time and space. Wind forces on bodies induced by unsteady flows are inevitably different from those by steady flows with constant velocity. Therefore, tatsumaki-induced wind … More loads on structures should be different from those induced by typhoons or monsoons, as both can be approximated as steady flows.In the present study, we assumed the swirling motion of tatsumakis as a Rankine vortex that moves with a constant velocity, and analyzed the unsteady horizontal flow at arbitrary points along the tatsumaki path. By the action of unsteady/accelerating flow, the inertial force is generated on bodies and it can be estimated by the previous experimental data or by the theoretical calculation using the velocity potential of inviscid flow. The inertial force and the drag force which is proportional to the square of fluid velocity were combined and incorporated into the Morison's equation, which was then able to express the total fluid force. The fluctuating fluid forces generated during the passage of a tatsumaki on arbitrary located structures were numerically estimated.The velocity and acceleration at arbitrary points in the tatsumaki varied continuously with time and both reached maximum at the core of the vortex. The acceleration did not depend on the translation velocity of the tatsumaki and was directed towards the center of the vortex.It was found that the total wind force acting on structures became maximum at the leeward core of the tatsumaki vortex. The inertial force due to the acceleration of fluid was about 30% of the drag obtained from the square of fluid velocity. The directions in which the bodies are blown down by a tatsumaki may be reversed on the different sides of the path of the vortex center. This was shown to be consistent with the results of a field survey on actual tatsumaki damage. Less
在日本,“tatsumaki”一词用于指代龙卷风和水龙卷等气象现象。在龙卷风破坏的地区,建筑物、房屋、塔楼、塔架、电线杆和招牌的损坏程度通常存在很大差异,具体取决于地点。这些结构的位置与龙卷的路径有关,一般来说,这些结构被拆除的方向或导弹的发射方式几乎没有规律性。由于屋顶瓦片、木材和砾石散落,这是龙卷的特征,当龙卷经过时,风的速度和方向会不断变化,导致风速和方向的快速转变。其所遇到的结构上的风荷载,无论是在时间还是空间上,由非定常流引起的风力不可避免地不同于由恒速流引起的风......结构上的更多载荷应该与台风或季风引起的载荷不同,因为两者都可以近似为稳定流。在本研究中,我们将tatsumakis的旋转运动假设为匀速运动的兰金涡旋,并分析了沿tatsumaki路径任意点的非定常水平流通过非定常/加速流的作用,在物体上产生惯性力,并且可以通过先前的实验数据或通过估计。利用无粘流的速度势进行理论计算,将惯性力和与流体速度的平方成正比的曳力结合起来,并代入莫里森方程,从而能够表达脉动流体的总流体力。对龙卷通过任意位置的结构时产生的速度和加速度进行了数值估计。龙卷中任意点的速度和加速度随时间不断变化,并且在涡旋的核心处达到最大值。加速度不依赖于力。发现,作用在结构上的总风力在龙卷涡的背风核心处达到最大,由于流体加速度引起的惯性力约为30。从流体速度的平方获得的阻力的百分比 被龙卷吹落的方向可以在涡流中心的路径的不同侧反转。与实际tatsumaki损坏的现场调查结果一致。
项目成果
期刊论文数量(56)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Taniike, Y.: "Unsteady Horizontal Wind Loadings in Tatsumaki" Jour.Wind Engineering and Industrial Aerodynamics. 51. 117-128 (1994)
Taniike, Y.:“Tatsumaki 中的不稳定水平风荷载”Jour.Wind Engineering and Industrial Aerodynamics。
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谷池義人: "風方向振動時の非定常空気力〜空力減衰と付加質量の評価〜" 第13回風工学シンポジウム. 323-328 (1994)
Yoshito Taniike:“风向振动时的不稳定空气动力 - 气动阻尼和附加质量的评估 -”第 13 届风工程研讨会 323-328(1994 年)。
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Taniike, Y.: "Aeroelastic Instability of Square Prismatic High-Rise Building" Annuals of the Disaster Prevention Research Institute, Kyoto University. 38 B-1. 65-77 (1995)
Taniike, Y.:“方形棱柱形高层建筑的气动弹性失稳”,京都大学防灾研究所年鉴。
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- 影响因子:0
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西村宏昭: "境界層流中における高層建物no力不安定振動" 日本建築学会構造系論文集. 第456号. 31-37 (1994)
Hiroaki Nishimura:“边界层流中高层建筑的不稳定振动”日本建筑学会结构工程学报第456. 31-37号(1994年)。
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鋼構造と風研究小委員会: "構造物の耐風工学" 日本鋼構造協会, 426 (1995)
钢结构和风研究小组:“结构的抗风工程”日本钢结构协会,426(1995)
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TANIIKE Yoshihito其他文献
TANIIKE Yoshihito的其他文献
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{{ truncateString('TANIIKE Yoshihito', 18)}}的其他基金
Instantaneous wind pressures on the wall of structures by the sudden change of wind direction
风向突变对建筑物壁产生的瞬时风压
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15206062 - 财政年份:2003
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$ 3.97万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Unsteady wind forces on huge structures in a marine city
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10305041 - 财政年份:1998
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$ 3.97万 - 项目类别:
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UNSTEADY VERTICAL WIND FORCES APPLIED ON A LARGE ROOF
大屋顶上施加的不稳定垂直风力
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08455264 - 财政年份:1996
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$ 3.97万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
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