Civil Engineering Reference
In-Depth Information
Fenwick, R.C and Paulay, T. (1968) Mechanisms of shear resistance of concrete beams.
J.Struct. Div. Am. Soc. Civ. Engrs.
94:
2325.
Joint Committee of the Institute of Structural Engineers and The Concrete Society. (1978)
Design and Detailing of Concrete Structure for Fire Resistance.
Institution of Structural
Engineers, London.
Kani, G.N.J. (1964) The riddle of shear and its solution
.
Am. Concr. Inst
.
61:
441.
Kong, F.K. and Evans, R.H. (1987)
Reinforced and Prestressed Concrete.
3rd edn, Van
Nostrand Reinhold (UK), London: 200.
Kong, F.K., Robins, P.J. and Cole, D.F. (1970) Web reinforcement effects on deep beams.
Am.
Concr. last. J.
67:
1010.
Kotsovos, M.D. (1979) Fracture processes of concrete under generalised stress states.
Maters,
and Structures
12:
431.
Kotsovos, M.D. (1982) A fundamental explanation of the behaviour of reinforced concrete
beams in flexure based on the properties of concrete under multiaxial stress.
Mater, and
Structures
15:
529.
Kotsovos, M.D. (1983a) Effect of testing techniques on the post-ultimate behaviour of
concrete in compression.
Mater, and Structures
16:
3.
Kotsovos, M.D. (1983b) Mechanisms of shear failure.
Magazine Conr. Res.
35:
99.
Kotsovos, M.D. (1984) Deformation and failure of concrete in a structure.
Proc. Internat.
Conf. on Concrete Under Multiaxial Conditions, Toulouse.
Kotsovos, M.D. (1984c) Behaviour of reinforced concrete beams with a span to depth ratio
between 1.0 and 2.5
Am. Concr. Inst.
81:
279.
Kotsovos, M.D. (1986) Behaviour of reinforced concrete beams with a shear span to depth
ratio greater than 2.5.
Am. Concr. Inst.
83,
1026-1034.
Kotsovos, M.D. (1987a) Shear failure of reinforced concrete beams.
Engng. Structures
9:
32.
Kotsovos, M.D. (1987b) Shear failure of RC beams: a reappraisal of current concepts.
CEB
Bull. 178/179:
103.
Kotsovos, M.D. (1988a) Compressive force path concept: basis for ultimate limit state
reinforced concrete design.
Am. Concr. Inst.
Jo.
85:
68.
Kotsovos, M.D. (1988b) Design of reinforced concrete deep beams.
Struct. Engr.
66:
28.
Kotsovos, M.D. (a) Designing RC beams in compliance with the concept of the compressive
force path (in preparation).
Kotsovos, M.D. (b) Behaviour of RC beams designed in compliance with the compressive
force path (in preparation).
Kotsovos, M.D, Bobrowski, J. and Eibl, J. (1987) Behaviour of RC T-beams in shear.
Struct.
Engr.
65B:
1.
Kotsovos, M.D. and Newman, J.B. (1981a) Fracture mechanics and concrete behaviour.
Magazine Concr. Res.
33:
103.
Kotsovos, M.D. and Newman, J.B. (1981b) Effect of boundary conditions on the behaviour of
concrete under concentrations of load.
Magazine Concr. Res.
33:
161.
Kotsovos, M.D. and Pavlovic, M.N. (1986) Non-linear finite element modelling of concrete
structures: basic analysis, phenomenological insight, and design implications,
Engng.
Computations
3:
243.
Kotsovos, M.D., Pavlovic, M.N. and Arnaout, S. (1985) Non-linear finite element
analysis of concrete structures: a model based on fundamental material properties.
Proc. NUMETA 85, Numerical Methods in Engineering: Theory and Applications,
Conf. Swansea,
eds J.Middleton and G.N.Pande, 2 Vols, A.A.Balkema, Rotterdam
2:
733.
Leonhardt, F. and Walter, R. (1961-2)
The Stuttgart shear tests, 1961. Cement and Concrete
Association Library, London,
(translation of articles that appeared in
Beton and
Stahlbetonbau,
56,
No. 12, 1961;
57,
Nos. 2,3,6,7 and 9, 1962. Translated by
C.V.Amerongen).
Morsch, E. (1909)
Concrete Steel Construction.
English Translation E.P.Goodrich, McGraw-
Hill, New York, from 3rd edn of
Der Eisenbetonbau
(1st edition 1902).
Ramakrishna, V. and Ananthanarayana, Y. (1968) Ultimate strength of deep beams in shear.
Am. Concr. J.
65:
87.
Rawdon de Paiva, H.A. and Siess, C.P. (1965) Strength and behaviour of deep beams in shear.
J. Struct. Div. Am. Soc. Civ. Engrs.
91:
19.
Regan, P.E. (1969) Shear in reinforced concrete beams.
Magazine Concr. Res.
21:
31.
