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Capitolo 9. Bibliografia Ghobarah A., Youssef M. [1999]. “Modelling of reinforced concrete structural walls”. Engineering Structures, Vol. 21, pagg. 912-923. Giangreco E. [1998]. “Teoria e tecnica delle costruzioni, volume primo”. Liguori Editore, Napoli. Gilbert R.I., Warner R.F. [1978]. “Nonlinear analysis of reinforced concrete slabs with tension stiffening”. UNICIV Report n° R-167, University of New South Wales, Kensington, N.S.W., Australia. Giuffré A., Pinto P.E. [1970]. “Il comportamento del cemento armato per sollecitazioni cicliche di forte intensità”. Giornale del Genio Civile, n° 5. Harajli M.H., Mukaddam M.A. [1988]. “Slip of Steel Bars in Concrete Joints under Cyclic Loading”. ASCE Journal of Structural Engineering, Vol. 114, No. 9, pagg. 2017-2035. Hirosawa M. [1975]. “Past experimental results on reinforced concrete shear walls and analysis on them”. Kenchiku Kenkyu Shiryo n° 6, Building Research Institute, Ministry of Construction, Giappone. Kabeyasawa H., Shioara H., Otani S., Aoyama H. [1982]. “Analysis of the full-scale seven-story reinforced concrete test structure: test PSD3”. Procs. 3 th Joint Technical Coordinating Committee, U.S.-Japan Cooperative Earthquake Research Program, Tsukuba, Giappone. Kabeyasawa T., Shioara H., Otani S. [1984]. “U.S.-Japan cooperative research on R/C full-scale building test - Part 5: discussion on dynamic response system”. Procs. 8 th World Conference on Earthquake Engineering, S. Francisco, U.S.A., Vol. 6, pagg. 627-634. Karson I.D., Jirsa J.O. [1969]. “Behavior of concrete under compressive loadings”. J. Struct. Engrg. Div., ASCE, Vol. 95, n°12, pagg. 2543-2563. Kent D.C., Park R. [1971]. “Flexural members with confined concrete”. Journal of the Structural Division, ASCE, Vol. 97, ST7. Kupfer H., Hilsdorf H.K., Rusch H. [1969]. “Behavior of Concrete under Biaxial Stress”. ACI Journal, Vol. 87, n° 2, pagg. 656-666. Lai S.S., Will G.T., Otani S. [1984]. “Model for inelastic biaxial bending of concrete members”. Journal of Structural Engineering, ASCE, Vol. 110, n° 11, pagg. 2563–2584. Lin C.S., Scordelis A. [1975]. “Nonlinear analysis of RC shells of general form”. Journal of Structural Engineering, ASCE, ST3. 221
Capitolo 9. Bibliografia Linde P. [1989]. “Analytical modeling methods for R/C shear walls”. Report TVBK-1005, Lund Institute of Technology, Sweden. Lundgren K. [1999]. “Three-Dimensional Modelling of Bond in Reinforced Concrete: Theoretical Model, Experiments and Applications”. Thesis for the degree of Doctor of Philosophy, Division of Concrete Structures, Department of Structural Engineering, Chalmers University of Technology, Göteborg, Sweden. Mander J.B., Priestley M.J.N., Park R. [1984]. “Seismic design of bridge piers”. Research Report n°84-2, University of Canterbury, New Zealand. Mander J.B., Priestley M.J.N., Park R. [1988]. “Theoretical Stress-Strain Model for Confined Concrete”. Journal of Structural Engineering, Vol. 114, n°8, pagg. 1804-1825. Massone L.M., Orakcal K., Wallace J.W. [2004]. “Flexural and shear responses in slender RC shear walls”. 13 th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper n° 1067. Menegotto M., Pinto P.E. [1973]. “Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and <strong>non</strong>-elastic behavior of elements under combined normal forced and bending”. Procs. IABSE Symp. on the Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Lisbon, Portogallo. Morita S., Kaku T. [1975]. “Cracking and deformation of reinforced concrete beams subjected to tension”. Liege Colloquium Inter-Association. Morita S., Kaku T., Sudo E. [1979]. “Force-strain relationship of reinforcing bars embedded in concrete under reversed loadings”. Procs. of 8 th World Conference on Earthquake Engineering, San Francisco, U.S.A., Vol. 6, pagg. 477-484. Ngo D., Scordelis A.C. [1967]. “Finite Element Analysis of Reinforced Concrete Beams”. Journal of ACI, Vol. 64, n° 3, pagg. 152-163. Orakcal K., Massone L.M., Wallace J.W. [2006]. “Analytical Modeling of Reinforced Concrete Walls for Predicting Flexural and Coupled–Shear-Flexural Responses”. PEER Report 2006/07 Pacific Earthquake Engineering Research Center, College of Engineering University of California, Berkeley, U.S.A.. 222
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UNIVERSITÀ DELLA CALABRIA Dottorat
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Sommario SOMMARIO L’inserimento d
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Indice 3.2.3.2. Calcestruzzo confin
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Indice 6. METODO DI ANALISI .......
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Indice APPENDICE B: DATI PER GLI SP
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Capitolo 1. Introduzione presenta i
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Capitolo 2. Pareti strutturali 2.2.
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Capitolo 2. Pareti strutturali (a)
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Capitolo 3. Comportamento dei mater
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