建築物氣彈力反應數值模式建構與風洞試驗研究

Development of the Aero-elastic Numerical Model of Buildings and Wind Tunnel Study

林建宏(J. H. Lin)；方富民(F. M. Fang)；鍾政洋(C . Y. Chung)；顏呈益(C. Y. Yen)

建築研究 ； 氣彈力行為 ； 數值模擬 ； 風洞試驗 ； Building Study ； Aero-elastic Behavior ； Numerical Simulation ； Wind Tunnel Test

建築學報

84期（2013 / 06 / 30）

97 - 106

繁體中文

本研究以風洞模型試驗資料為本，據以發展出預測大氣邊界層流中高層建築受風互制行為之數值方法，作為分析風域中高層建築動態反應之初步模式，進而應用風洞試驗與數值模擬各自之優勢，深入探討流場與結構相互影響之機制。研究中係以平坦開闊地形中三維方形截面之獨立柱體為基準問題，分別針對氣動力與氣彈力兩種情況進行風域中方柱形狀建築物之受風效應與動態反應之細部探討，繼而建立足以正確描述相應動力特性之數值計算模式，以供相關風力問題分析之用。

Based on the measurement results of wind tunnel tests, the goal of the study is to develop the numerical skills and methods in predicting the interactive dynamic behavior of a high-rise building and its surrounding wind flow. The achieved numerical model is expected to be used to analyze the dynamic response of a high-rise building at a preliminary design stage. In the study, a boundary-layer flow past an isolated cylinder with a square cross-section is considered the bench-mark problem. The flow effect and the structural responses are investigated under aero-dynamic and aero-elastic conditions. Accordingly, a numerical model, capable of correctly describing the related dynamic characteristics of the problem, is developed for future applications of related analysis.

1. Cheng, C. M.,Lu, P. C.,Tsai, M. S.(2002).Acrosswind aerodynamic damping of isolated square shaped buildings.Journal of Wind Engineering and Industrial Aerodynamics,90,1743-1756.
2. Delaunay, D.,Lakehal, D.,Pierrat, D.(1995).Numerical approach for wind loads prediction on buildings and structure.Journal of Wind Engineering and Industrial Aerodynamics,57,307-321.
3. Fang, F. M.(2006).Some CFD applications in bluff-body aerodynamics.Proceedings of Future Development for Environment Restoration and Disaster Reduction Technologies Symposium,Taichung:
4. Fang, F. M.,Li, Y. C.,Liang, T. C.(2003).CWE development in Taiwan.Proceedings of 2003 International Wind Engineering Symposium,New Taipei City:
5. Gomes, M. G.,Rodrigues, A. M.,Mendes, P.(2005).Experimental and numerical study of wind pressures on irregular-plan shapes.Journal of Wind Engineering and Industrial Aerodynamics,93,741-756.
6. Kawai, H.(1992).Vortex induced vibration of tall buildings.Journal of Wind Engineering and Industrial Aerodynamics,41-44,117-128.
7. Kondo, K.,Murakami, S.,Mochida, A.(1997).Generation of velocity fluctuations for inflow boundary condition of LES.Journal of Wind Engineering and Industrial Aerodynamics,67 & 68,51-64.
8. Kwok, K. C. S.,Melbourne, W. H.(1981).Wind-induced lock-in excitation of tall structures.Journal of the Structural Division,107(1),57-72.
9. MacCormack, R. W.(1969).The effect of viscosity in hyper-velocity impact cratrering.Proceedings of AIAA Hypervelocity Impact Conference,VA, USA:
10. Matsumoto, T.(1986).On the across-wind oscillation of tall buildings.Journal of Wind Engineering and Industrial Aerodynamics,24,69-85.
11. Mikkelsen, A. C.,Livesey, F. M.(1995).Evaluation of the use of the numerical k-εmodel Kameleon II, for predicting wind pressures on building surface.Journal of Wind Engineering and Industrial Aerodynamics,57,375-389.
12. Murakami, S.,Mochida, A.(1995).On turbulent vortex shedding flow past 2D square cylinder predicted by CFD.Journal of Wind Engineering and Industrial Aerodynamics,54,191-211.
13. Murakami, S.,Mochida, A.,Hayashi, Y.,Sakamoto, S.(1992).Numerical study on velocity-pressure filed and wind forces for bluff bodies by k -ε, ASM and LES.Journal of Wind Engineering and Industrial Aerodynamics,41-44,2841-2852.
14. Smagorinsky, J.(1963).General circulation experiments with primitive equations.Monthly Weather Review,91(3),99-164.
15. Song, C. C. S.,Yuan, M.(1988).A weakly compressible flow model and rapid convergence methods.Journal of Fluids Engineering Transactions ASME,110,441-455.
16. Vickery, B. J.,Steckley, A.(1993).Aerodynamic damping and vortex excitation on an oscillating prism in turbulent shear flow.Journal of Wind Engineering and Industrial Aerodynamics,49,121-140.