Civil Engineering Reference
In-Depth Information
Further reading
Barta, T.A. (1967) On the torsional-flexural buckling of thin-walled elastic bars with
monosymmetric open cross section. In
Thin-walled
structures
(ed. A.H.Chilver),
Chatto and Windus, London, 60-86
Beck, H. (1962) Contribution to the analysis of coupled shear walls.
Journal of the
American Concrete Institution,
59
, 1055-1069
Beck, H. and König, G. (1967) Restraining forces in the analysis of tall buildings.
Proceedings of a Symposium on Tall Buildings,
Pergamon Press, Oxford, 513-536
Beck, H. and Zilch, K. (1972) Stability (in the design of tall concrete buildings). Theme
report.
International Conference on Planning and
Design of Tall Buildings,
Vol.
III, Lehigh University, Pennsylvania, 499-516
Biswas, J.K. and Tso, W.K. (1974) Three dimensional analysis of shear wall buildings
to lateral load.
Journal of the Structural Division,
ASCE,
100
, (ST5), 1019-1036
Bleich, F. (1952)
Buckling strength of metal structures.
McGraw-Hill, New York
Blevins, R.D. (1979)
Formulas for natural frequency and mode shape.
Van Nostrand
Reinhold Company, New York
Bolton, A. (1976) A simple understanding of elastic critical loads.
The
Structural
Engineer,
54
, (6), 213-218
Bornscheuer, F.W. (1952) Systematische Darstellung des Biege- und Verdrehvorganges
unter besonderer Berücksichtigung der Wölbkrafttorsion.
Der Stahlbau,
21
, Heft
1, 1-9
Bowles, J.E. (1979)
Physical and geotechnical properties of soils.
McGraw-Hill, London
Bowles, J.E. (1982)
Foundation analysis and design.
3rd edn. McGrawHill, London
Chen, W.F. and Atsuta, T. (1977)
Theory of beam-columns.
McGraw-Hill, London
