Civil Engineering Reference
In-Depth Information
Leonhardt, F. and Walther, R. (1966)
Wandartige Träger. Heft
178, Deutscher Ausschuss für
Stahlbeton, Berlin.
Nylander, H. (1967) Höga Balkar I, Inverkan av Klyvnings- förhindrahindrande Armering pa
spanningsfördelningen under Koncentrerad last.
Nordisk Belong
No. 1: 53.
Nylander, H. (1967) Höga Balker III, Hällfasthet vid Upplag.
Nordisk Betong
No. 1: 79.
Nylander, J.O. (1967) Höga Balkar IV, Balkar belastade i underkant.
Nordisk Betong
No. 2:
173.
Nylander, H (1967) Höga Balkar V, Sammanfattande Synaspunkter för dimensionering.
Nordisk Betong
No. 2: 195.
Nylander, H., Nylander, J.O. (1967) Höga Balkar II, Moment-og Spänningsfördelning i
Kontinuerling hög
balk.
Nordisk Betong,
No. 1: 65.
Paul, I.S. (1978)
Behaviour of Indirectly Loaded Reinforced Concrete Thin- Wall Ribbed
Panels Eng Thesis,
Department of Civil Engineering Concordia University Montreal.
Regan P.E. and Hamadi, Y.D. (1981)
Behaviour of Concrete Caisson and Tower Members
Technical report 4,
Cement and Concrete Association for the Concrete in the Ocean
Management Committee, Wexham Springs, Slough.
Robins, P.J. and Kong, F.K. (1973) Modified finite element method applied to reinforced
concrete deep beams.
Civ. Engng Publ. Works Rev.
69: 963.
Robinson, J.R. and Demorieux, J.M. (1976) Essais de poutres en double té en béton armée.
Annales I.T.B.T.P No. 335,
Jan.:
65.
Subedi, N.K. (1983) The behaviour of reinforced concrete flanged beams with stiffeners.
Mag.
Concr. Res.
35,
No. 122, March: 40.
Taner, No., Fazio, P.P. and Zielinski, Z.A. (1977) Strength and Behaviour of Beam-Panels-
Tests and Analysis.
Am. Conc. Inst.
74,
No. 10: 511.
Uhlmann, H.L.B., (1952) The theory of girder walls with special reference to reinforced
concrete design.
Struct. Engr.
30,
No. 8, Aug.: 172.
Vechhio, F and Collins M.P. (1986) The modified compression field theory for reinforced
concrete elements subjected to shear
Am. Concr. Inst. J.
83,
No. 2. March-April.
