Civil Engineering Reference
In-Depth Information
Coull, A. (1975) Free vibrations of regular symmetrical shear wall buildings. Building
Science, 10 , 127-133
Coull, A. and Irwin, A.W. (1971) Torsional analysis of multistorey shear wall structures.
American Concrete Institute, SP 35-6, Detroit, Michigen. 211-238
Coull, A. and Stafford Smith, B. (Eds) (1967) Tall buildings. Proceedings of a Symposium
on Tall Buildings with particular reference to shear wall structures. University of
Southampton, Department of Civil Engineering. Pergamon Press, Oxford
Coull, A. and Wahab, A.F.A. (1993) Lateral load distribition in asymmetrical tall building
structures. Journal of Structural Engineering, ASCE, 119 , 1032-1047
Coull, A. and Wong, Y.C. (1986) Stiffening of structural cores by floor slabs. Journal of
Structural Engineering, ASCE, 112 , 977-994
Council on Tall Buildings (1972) Proceedings of the International Conference on
Planning and Design of Tall Buildings. ASCE-IABSE, Lehigh University, Bethlehem,
Pennsylvania
Council on Tall Buildings (1978) Planning and Design of Tall Buildings, a Monograph
in 5 volumes. ASCE, New York
Council on Tall Buildings and Urban Habitat (1983) Development in Tall Buildings.
Van Nostrand Reinhold, New York
Council on Tall Buildings and Urban Habitat (1986) Advances in Tall Buildings. Va n
Nostrand Reinhold, New York
Council on Tall Buildings and Urban Habitat (1986) High-rise buildings: Recent
progress. Lehigh University, Bethlehem
Council on Tall Buildings and Urban Habitat (1988) Second century of the skyscraper.
Van Nostrand Reinhold, New York
Council on Tall Buildings and Urban Habitat (1990) Tall Buildings: 2000 and beyond
(eds L.S.Beedle and D.B.Rice), The 4th World Congress. November 5-9, Hong
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Danay, A., Gellert, M. and Glück, J. (1975) Continuum method for overall stability of tall
asymmetric buildings. Journal of the Structural Division, ASCE, 101 , ST12, 2505-
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Danay, A., Glück, J. and Gellert, M. (1975) A generalized continuum method for dynamic
analysis of asymmetric tall buildings. Earthquake Engineering and Structural
Dynamics, 4 , 179-203
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