Aspects of the dynamic wind-induced response of structures and codification

참고문헌 (Reference)

1 Hui, "“Wind loads on high-rise structures - Comparative study ofcode provisions according to EUROCODE1 and Chinese Code”" 613-616, 2001

2 Tamura, "“Wind loads and windinducedresponse estimations in the Recommendations for loads on buildings”" 399-411, 1996aij1993

3 Vickery, "“The response of reinforced concrete chimneys to vortex shedding”" 324-333, 1984

4 Tschanz, "“The base balance technique for the determination of dynamic windloads”" 429-439, 1983

5 Ho, "“Structural loads and responses from the integration ofinstantaneous pressure”" 1999

6 Tamura, "“Quasi-static wind load combinations for low- and middle-risebuildings AGD2002 symposium preprints” Engineering Symposium to Honor Alan G Davenport for His 40Years of Contributions The University of Western Ontario" 2002a

7 Tamura, "“Quasi-static wind load combinations for buildings”" 61-68, 2002b

8 Melbourne, "“Probability distributions of response of BHP house to wind action and modelcomparisons”" 167-175, 1975

9 Tamura, "“Peak normal stresses and wind load combinations of middle-risebuildings”" 113-114, 200320057

10 Zhou, "“On the mode shape corrections for wind load effects on tallbuildings”" 15-23, 2002

11 Melbourne, "“Notes on recommendations on acceleration criteria for occupancy comfort in tallstructures”" 1983

12 Irwin, "“Motion in tall buildings” Proceedings of Conf Tall Buildings and Urban Habitat “SecondCentury of the Skyscraper”" 759-778, 1986

13 VA, "“Minimum design loads for buildings and other structures”" -98, 2000

14 Kareem, "“Measurements of total dynamic loads from surface pressures” Proceedings of theInternational Workshop on Wind Tunnel Modeling Criteria and Techniques Reinhold; NationalBureau of Standards" Cambridge University Press 1982

15 Kareem, "“Lateral-torsional motion of tall buildings to wind loads”" 2479-2496, 1985

16 Irwin, "“Human response to dynamic motion of structures”" 237-244, 1979

17 Solari, "“Gust buffeting and aeroelastic behaviour of poles and monotubular towers”" 877-905, 1999

18 English summary, "“Guidelines for the evaluation of habitability to building vibration” Guidelines for the evaluationof habitability to building" 19911992

19 Solari, "“General tendencies and classification of vertical structures under windloads”" 1299-1319, 2002

20 Kasperski, "“Extreme wind load distributions for linear and nonlinear design”" 27-34, 1992

21 "“Equivalent static wind loads for tall buildings design”" 719-737, 1976

22 and Solari, "“Equivalent static wind actions on vertical structures”" 335-357, 2004

23 Holmes, "“Effective static load distributions in wind engineering”" 91-109, 2002

24 Denoon, "“Designing for wind-induced serviceability accelerations in buildings” University of Queensland" 2000

25 Melbourne, "“Designing for serviceable accelerations in tall buildings”" 148-155, 1988

26 Tamura, "“Damping in buildings for wind resistant design”" 115-130, 2000

27 Asami Y, "“Comparisons of gust loading factors in codes and standards”" 2002

28 Melbourne, "“Comfort criteria for wind-induced motion in structures”" 40-44, 1998

29 in Japanese, "“Combination method for wind loads on high-rise buildings”" 531-534, 2000

30 Zhou, "“Along-wind load effects on tall buildings" 788-796, 2002

31 Boggs, "“Aerodynamic model tests of tall buildings”" 618-635, 1989

32 Zhou, "“Aerodynamic loads on tall buildings" 394-404, 2003

33 and Solari, "“3-D wind-excited response of slender structures" 936-943, 2000

34 and Solari, "“3-D gust effect factor for slender vertical structures”" 143-155, 2002

35 and Kareem, "a comparative study of provisions in codes andstandards with wind tunnel data”" 77-109, 1998

36 "Recommendations for Loads on Buildings Architectural Institute of Japan" aij-rlb-199319931996

37 in Japanese, "Recommendations for Loads on Buildings Architectural Institute of Japan" aij-rlb-20042004

38 Part 2, "Loading for building Structures Code of practice for wind loads" -6399, 1997

39 Davenport, "How can we simplify and generalize wind loads" 54 657-55 669, 1995

40 Draft, "Hong Kong Code of practice on wind effects" 1996

41 Zhou, "Gust loading factor" 168-175, 2001

42 to Low Frequency Horizontal Motion, "Guidelines for the Evaluation of the Response of Occupants of Fixed Structures 063 to 1 Hz" -6897, 1984

43 Gurley, "First- and higher-order correlations determination usingwavelet transform" 2003188-200

44 Part 1, "Design and Actions on Structures" -1, eurocodepren1991-2-42004

45 "Chinese Standard for wind loads" 2001

46 Part 2, "Basis of Design and Actions on Structures" -1, eurocodeenv1991-2-419941994

47 Amsterdam, "5th World Congress of Council on TallBuildings and Urban Habitat" 1995