Civil Engineering Reference
In-Depth Information
Dalgleish, W.A. (1975) Comparison of model/full-scale wind pressures on a high-rise building.
Journal of Industrial Aerodynamics,
1:55-66.
Dalgleish, W.A. (1979) Assessment of wind loads for glazing design.
IAHR/IUTAM Symposium on
Flow-Induced Vibrations,
Karslruhe, September.
Dalgleish, W.A., Templin, J.T. and Cooper, K.R. (1979) Comparison of wind tunnel and full-scale
building surface pressures with emphasis on peaks.
Proceedings, 5th International Conference
on Wind Engineering,
Fort Collins, CO, pp. 553-65, Pergamon Press, New York.
Dalgleish, W.A., Cooper, K.R. and Templin, J.T. (1983) Comparison of model and full-scale
accelerations of a high-rise building.
Journal of Wind Engineering & Industrial Aerodynamics,
13:217-28.
Davenport, A.G. (1964) Note on the distribution of the largest value of a random function with
application to gust loading.
Proceedings of the Institution of Civil Engineers,
28:187-96.
Davenport, A.G. (1966) The treatment of wind loading on tall buildings.
Proceedings Symposium
on Tall Buildings,
Southampton, UK, April, pp. 3-44.
Davenport, A.G. (1971) The response of six building shapes to turbulent wind.
Philosophical
Transactions of the Royal Society of London, Series A,
269:385-94.
Davenport, A.G. (1975) Perspectives on the full-scale measurements of wind effects.
Journal of
Industrial Aerodynamics,
1:23-54.
Davenport, A.G., Hogan, M. and Isyumov, N. (1969) A study of wind effects on the Commerce
Court Tower, Part I. Boundary Layer Wind Tunnel Report, BLWT-7-69, University of Western
Ontario.
den Hartog, J.P. (1956)
Mechanical Vibrations.
McGraw-Hill, New York.
Dryden, H.L. and Hill, G.C. (1933) Wind pressure on a model of the Empire State Building.
Journal of Research of the National Bureau of Standards,
10:493-523.
Fujii, K., Tamura, Y., Sato, T. and Wakahara, T. (1990) Wind-induced vibration of tower and
practical applications of tuned sloshing damper.
Journal of Wind Engineering & Industrial
Aerodynamics,
33:263-72.
Fujino, Y., Pacheco, B.M., Chaiseri, P. and Sun, L.-M. (1988) Parametric studies on tuned liquid
damper (TLD) using circular containers by free-oscillation experiments.
Structural
Engineering/Earthquake Engineering, Japan Society of Civil Engineers,
5:381s-91s.
Hitchcock, P.A., Kwok, K.C.S., Watkins, R.D. and Samali, B. (1997a) Characteristics of liquid
column vibration absorbers I.
Engineering Structures,
19:126-34.
Hitchcock, P.A., Kwok, K.C.S., Watkins, R.D. and Samali, B. (1997b) Characteristics of liquid
column vibration absorbers II.
Engineering Structures,
19:135-44.
Holmes, J.D. (1985) Wind action on glass and Brown's integral.
Engineering Structures,
7:
226-30.
Isyumov, N., Holmes, J.D., Surry, D. and Davenport, A.G. (1975) A study of wind effects for the
First National City Corporation Project—New York, USA. Boundary Layer Wind Tunnel
Laboratory, Special Study Report, BLWT-SS1-75, University of Western Ontario.
Isyumov, N. and Poole, M. (1983) Wind induced torque on square and rectangular building shapes.
Journal of Wind Engineering & Industrial Aerodynamics,
13:183-96.
Kareem, A. (1985) Lateral-torsional motion of tall buildings to wind loads.
ASCE Journal of the
Structural Division,
111:2479-96.
Kasperski, M. (2003) Specification of the design wind load based on wind-tunnel experiments.
Journal of Wind Engineering & Industrial Aerodynamics,
91:527-41.
Keel, C.J. and Mahmoodi, P. (1986) Design of viscoelastic dampers for Columbia Center Building.
In:
Building Motion in Wind,
eds N.Isyumov and T.Tschanz, ASCE, New York.
Khanduri, A.C., Stathopoulos, T. and Bedard, C. (1998) Wind-induced interference effects on
buildings—a review of the state-of-the-art.
Engineering Structures,
20:617-30.
Kwok, K.C.S. (1984) Damping increase in building with tuned mass damper.
ASCE Journal of
Engineering Mechanics,
110:1645-9.