高樓結構裝設調和液柱阻尼器減振效應之風洞實驗研究

以作者查詢圖書館館藏

、以作者查詢臺灣博碩士

、以作者查詢全國書目

、勘誤回報

、線上人數：9

、訪客IP：18.221.129.145

姓名

林世陞(Chin-Bi Lin) 查詢紙本館藏

畢業系所

土木工程學系

論文名稱

高樓結構裝設調和液柱阻尼器減振效應之風洞實驗研究

相關論文

★ 國際巨災保險制度之研究	★ 我國推動地方層級災害防救專責單位之問題探討-以桃園縣為例
★ 公共危險物品保安監督之探討-以新竹縣為例	★ 長期照顧機構消防安全設計與防火避難設施之研究
★ 考慮土壤結構互制效應並裝設減振裝置的高層建築氣動力反應之研究	★ 結合模糊控制與類神經網路探討非線性結構控制的穩定性
★ 觀光產業天然災害風險評估與管理	★ 天然災害風險管理決策方法建立—以地震災害為例
★ 颱洪災害風險評估推測事件資料庫之建置及應用	★ 火災現場指揮幕僚運作探討-以桃園市政府消防局為例
★ 科學園區地震緊急應變計畫之研擬	★ 地震災害風險評估及地震保險之風險管理
★ 園區建築物耐震能力評估	★ 整合性多目標地震風險評估系統之建立
★ 適應性模糊滑動模態控制在結構工程上應用之研究	★ 希伯特頻譜於地震資料之應用

檔案

[Endnote RIS 格式]

[Bibtex 格式]

[相關文章]

[文章引用]

[完整記錄]

[館藏目錄]

[檢視]

[下載]

本電子論文使用權限為同意立即開放。
已達開放權限電子全文僅授權使用者為學術研究之目的，進行個人非營利性質之檢索、閱讀、列印。
請遵守中華民國著作權法之相關規定，切勿任意重製、散佈、改作、轉貼、播送，以免觸法。

摘要(中)

摘要
近年來，國內出現大量的高層建築，這些高樓結構物，有別於傳統
的鋼筋混凝土建築，具有質量輕、強度高、高寬比大、自然振動頻率低
與阻尼低之特性，對風敏感性增加，使得風力作用成為地震之外，在結
構設計時必須考慮的重要因素，特別是位於西太平洋颱風區，風害頻繁
的台灣。高層結構物振動與紊流風場之間的互制現象是一個相當複雜的
問題，到目前為止，並無適當的理論或數值模式可準確地預測，工程界
仍仰賴風洞模型實驗，配合實地的風場資料來評估結構物受風力的動態
反應。
本研究將裝設調和液柱阻尼器高樓結構模型置於邊界層風場中，量
測結構物在不同風速時，其順、橫風向風力與結構反應的時間歷時。此
系統可視為二自由度之運動方程式，以氣動力阻尼係數修正此方程式，
由Davenport 順風向與Ohkuma & Kanaya 橫風向風力頻譜，利用數
值方法計算系統之氣動力反應、轉換函數與均方根反應。整合風洞實驗
與理論分析的結果，建立包括風場特性、結構外型、結構特性與調和液
柱阻尼器特性之分析模式，並對調和液柱阻尼器的效用進行評估，以瞭
解其對結構氣動力效應抑制的程度。
藉由本研究可瞭解結構物與風場之互制現象以及結構物受風之氣動
力反應，並結合調和液柱阻尼器，達到改善結構物抗風特性的目的，可
更精確地建立結構物受風力之反應模式，希望對國內結構耐風設計提供
一參考準則。

摘要(英)

widely used in the construction of high-rise buildings in the recent year,
wind-induced vibration of flexible and flexibly supported rigid body has
become a research area of great interest. However, this
phenomenon involves complex fluid-structure interaction. To this
date, the understanding of the phenomenon remains incomplete.
In this study, the aerodynamic behaviors of high-rise buildings with
tuned liquid column dampers are experimentally investigated.
Experiments are carried out in a large-scale atmospheric wind tunnel.
By changing the natural frequency and damping ratio of structure, the
amplitude and frequency of vibration are measured for a variety of wind
conditions. The vortex shedding from a vibration structure are
investigated to understand the lock-in phenomenon. Finally, the
effectiveness of tuned liquid column damper to reduce wind-induced
vibration are tested in this study. Results of this study can improve our
understanding of the fluid-structure interactions and the design of highrise buildings.

關鍵字(中)

★ 高層建築
★ 氣動力效應
★ 調和液柱阻尼器

關鍵字(英)

★ high-rise buildings
★ aerodynamic effect
★ TLCD

論文目次

中文摘要..............................................Ⅰ
英文摘要..............................................Ⅱ
目錄..................................................Ⅲ
表目錄................................................Ⅴ
圖目錄................................................Ⅵ
照片目錄..............................................Ⅸ
符號表................................................Ⅹ
第一章簡介.........................................1
1.1 序言............................................1
1.2 研究動機........................................2
1.3 大綱............................................3
第二章理論基礎與文獻回顧............................4
2.1 風洞實驗之流場特性模擬...........................4
2.2 結構振動........................................7
2.3 調和液柱阻尼器..................................12
2.4 運動方程式.....................................13
2.5 氣動力阻尼之評估................................17
2.6 數值分析模式....................................23
第三章實驗設備與方法..............................32
3.1 實驗設備.......................................32
3.2 量測儀器.......................................37
3.3 實驗流程與數據採樣.............................40
第四章結果與討論..................................66
4.1 模式驗證.......................................66
4.2 實驗結果.......................................68
4.3 參數研究.......................................72
第五章結論與建議.................................103
5.1 結論..........................................103
5.2 建議..........................................104
參考文獻..........................................106

參考文獻

參考文獻
Ahsan Kareem (1992) “Dynamic Response of High-rise Buildings to Stochastic
Wind Loads”, J. of Wind Engineering and Industrial Aerodynamics, Vol.41-44,
pp.1101-1112
Balendra, T. and Nathan, G.K. (1987), “Longitudinal, Lateral and Torsional
Oscillations of a Square Section Tower Model in an Atmospheric Boundary
Layer”, Eng. Struct. vol. 9, pp.218-224
Balendra, T., Wang, C.M. and Cheong, H.F. (1995) “Effectiveness of tuned liquid
column dampers for vibration control of towers”, J. of Engineering Structures,
Vol.17, No.9, pp.668-675
Basu, R.I. and Vickery, B.J. (1983) “Across-wind vibrations of structures of
circular cross-section. Part II. Development of a mathematical model for fullscale
application”, J. of Wind Engineering and Industrial Aerodynamics,
Vol.12, pp.75-97
Cermak, J.E. (1981) Wind tunnel design for physical modeling of atmospheric boundary
layers. J. of Engineering Mechanics Division, ASCE, 107, No. GM3, June, pp.
623-642.
Cheng, C.M., Lo, H.Y. and Lu, P.C. (1999) “Acrosswind responses of square
shaped high-rise buildings with eccentricities”, Proceedings of 10th
International Conference on Wind Engineering, Copenhagen, Denmark,
pp.631-636
Davenport, A.G. (1976) “Vibration of structures induced by wind”, Shock and
Vibration Handbook, McGraw-Hill, pp.21-43
Dyrbye, C. and Hansen, S.O. (1997) “Wind loads on Structures”, John Wiley
and Sons, Inc.
Hayashida, H., Mataki, Y. and Iwasa, Y. (1992) “Aerodynamic damping effects of tall
building for a vortex induced vibration”, J. of Wind Engineering and Industrial
Aerodynamics, Vol.41-44, pp.1973-1983
Gao, H., Kwok, K.C.S. and Samali, B. (1997) “Optimization of tuned liquid column
dampers”, Engineering Structures, Vol.19, No.6, pp.476-486
Hidetoshi Hayashida, Yoshihiro Mataki, and Yoshiteru lwasa (1992) "Aerodynamic
Damping Effects of Tall Building for a Vortex Induced Vibration", J. of Wind
Engineering and Industrial Aerodynamics, Vol.4l-44 , pp. l973-1983.
Hitchcock, P.A., Kwok, K.C.S., Watkins, R.D. and Samali, B. (1997) “Characteristics
of liquid column vibration absorbers (LCVA)-I”, Engineering Structures, Vol.19,
No.2, pp.126-134
Hitchcock, P.A., Kwok, K.C.S., Watkins, R.D. and Samali, B. (1997) “Characteristics
of liquid column vibration absorbers (LCVA)-II”, Engineering Structures, Vol.19,
No.2, pp.135-144
Hunt, A. (1982), “Wind Tunnel Measurement of Surface Pressure on Cubic Building
Models at Several Scales ”, J. Wind Eng. Ind. Aero., Vol. 10, pp.137-163
Isyumov, N., Fediw, A.A., Colaco,J and Banavalkar, P.V.(1992) ‘Performance of a Tall
Building Under Wind Action’, J. of Wind Engineering and Industrial Aerodynamics,
Vol.41-44,pp.1053-1064
Iwan, W.D. and Yang, I.M. (1972) “Application of statistical linearization
technique to nonlinear multidegree-of-Freedom Systems”, J. of Applied
Mechanics, ASME, Vol.39, pp.545-550
Kareem, A. (1985) "Lateral-Torsional Motion of Tall Building to Wind Loads", J. of
Struct. Engi. , Vol. 111, No. 11, Nov.
Kareem, A. (1992) “Dynamics response of high–rise building to stochastic wind loads”,
J. of Wind Engineering and Industrial Aerodynamics, Vol.41-44, pp.1101-1112
Kawai, H. (1992) “Vortex induced vibration of tall buildings”, J. of Wind Engineering
and Industrial Aerodynamics, Vol.41-44, pp.117-128
Kawai, H. (1993) “Bending and Torsional Vibration of tall buildings”, J. of Wind
Engineering and Industrial Aerodynamics, Vol.50, pp.1281-288
Kolmogorov, A.N. (1941) “The local structure of turbulence in incompressible
viscous fluid for very large Reynolds numbers”, Dokl. Akad. Nauk, SSSR,
Vol.4, pp.299-319
Liu, M.Y., Lin, S.S., Chiang, W.L. and Chu, C.R. (2000) “An experimental study
on the aerodynamic effect of high-rise buildings with energy dissipation
systems”, 6th Italian Conference on Wind Engineering, Genova, Italy
(Accepted)
Liu, M.Y., Chiang, W.L., Chu, C.R. and Lin, S.S. (2000) “Wind-tunnel
experiments of vibration control of high-rise buildings with mass and liquid
dampers”, 1st International Structural Engineering and Construction
Conference, Honolulu, Hawaii (Accepted)
Matsumoto, T. (1986) “On the across-wind oscillation of tall buildings”, J. of
Wind Engineering and Industrial Aerodynamics, Vol.24, pp.69-85
Marukawa, Kato, Fujii and Tamura (1996) "Experimental Evaluation of
Aerodynamic Damping of Tall Buildings", J. of Wind Engineering and
Industrial Aerodynamics, Vol.59, pp.177-190
Metha, K.C. and Marshall R.D. (1998) “Guide to the use of the wind load
provisions of ASCE 7-95”, ASCE Press
Ohkuma, T. and Kanaya, A.(1978) “On the correlation between the shape of rectangular
cylinders and characteristics of fluctuating lifts on them”, Proceeding of 5th
Symposium on Wind Effects on Structures, Tokyo, pp.147-154
Sakai, F., Takaeda, S. and Tamaki, T. (1989) “Tuned liquid column damper–new type
device for suppression of building vibration”, Proceeding International Conference
on High Rise Buildings, Nanjing, China, pp.926-931
Snyder, W.H. (1972) Similarity criteria for the application of fluid models to the study
of air pollution meteorology, Boundary Layer Meteorology, 3, pp. 113-134
Simiu, E. and Scanlan, R.H. (1996) “Wind Effects on Structures”, 3rd ed., John Wiley
and Sons, Inc, pp.688
Thepmongkorn, S., Kwok, K.C.S. and Lakshmanan, N. (1999) “A two-degree-offreedom
base hinged aeroelastic (BHA) model for response predictions”, J. of Wind
Engineering and Industrial Aerodynamics, Vol.83, pp.171-181
Vickery, B.J. (1981) “Across-wind buffeting in a group of four in-line model chimneys”,
J. of Wind Engineering and Industrial Aerodynamics, Vol.8, pp.177-193
Vickery, B.J. and Basu, R.I. (1983) “Across-wind vibrations of structures of circular
cross-section. Part I. Development of a mathematical model for two-dimensional
conditions”, J. of Wind Engineering and Industrial Aerodynamics, Vol.12, pp.49-73
Vickery, B.J. and Basu, R.I. (1984) “The response of reinforced concrete
chimneys to vortex shedding”, J. of Engineering Structures, Vol.6, pp.324-
333 Vickery, B.J. and Steckley, A. (1993) “Aerodynamic damping and vortex excitation on
an oscillating prism in turbulent shear flow”, J. of Wind Engineering and Industrial
Aerodynamics, Vol.49, pp.121-140
Wom, A.Y.J., Pires, J.A. and Haroun, M.A. (1996) “Stochastic seismic
performance evaluation of tuned liquid column dampers”, Earthquake
Engineering and Structural Dynamics, Vol.25, No.11, pp.1259-1274
Xu, Y.L., Kwok, K.C.S. and Samali, B. (1992) “The effect of tuned mass
dampers and liquid dampers on cross-wind response of tall/slender
structures”, J. of Wind Engineering and Industrial Aerodynamics, Vol.40,
pp.33-54 Xu, Y.L., Samali, B. and Kwok, K.C.S. (1992) “Control of along-wind response of
structures by mass and liquid dampers”, J. of Engineering Mechanics, ASCE,
Vol.118, No.1, pp.20-39
Zdravkovich, M.M. (1982) “Scruton number; A proposal”, J. of Wind Engineering
and Industrial Aerodynamics, Vol.10, pp.263-265
劉明怡、蔣偉寧、朱佳仁(1999) “調諧液柱阻尼器對受風力作用之高層結構物減
振效用分析”, 第二十三屆力學會議, 第三冊, pp.320-327
劉明怡、蔣偉寧、朱佳仁(1999) “裝設調和液柱阻尼器高層結構物氣動力反應之
研究”, 八十八年電子計算機於土木水利工程應用研討會, pp.1530-1539
朱佳仁(1998) “國立中央大學大型環境風洞簡介”, 國立中央大學研究報告, CEWT-
1998-001
蔡益超，陳瑞華，項維邦(1995) “建築物風力規範條文、解說及示範例之研
討”，內政部建築研究所專題研究計畫成果報告
鄭啟明，盧博堅，蔡明樹(1999) “正方斷面高層的建築橫風向氣彈力行為”，中
華明國第三屆結構工程研討會，pp.1263-1272
陳若華(1996) ”結構振動與流場互制現象之風洞實驗研究”，淡江大學水資源及
環境工程研究所博士論文
陳景昇(1999) ”長寬比對矩形斷面高層建築氣彈力現象之風洞研究”，淡江大學
土木工程研究所碩士論文

指導教授

蔣偉寧(Wei-Ling Chiang)

審核日期

2000-7-17

推文