TESI DI DOTTORATO Modellazione e analisi non lineare - LabMec ...

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Capitolo 9. Bibliografia 9. BIBLIOGRAFIA Azzato F. [1997]. “Analisi sismica non lineare di sistemi telaio-parete in calcestruzzo armato”. Tesi di Dottorato, Dipartimento Strutture, Università degli Studi della Calabria, Italia. Beeby A.W. [1979]. “The prediction of crack widths in hardened concrete”. Structural Engineer, n° 1, London , Inghilterra. Belarbi H., Hsu T. C. C. [1994]. “Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete”. ACI Structural Journal, Vol. 91, n°4, pagg. 465–474. Bentz E.C. [2000]. “Sectional Analysis of Reinforced Concrete Members”. Ph.D. Thesis, Department of Civil Engineering, University of Toronto, 310 pp. Bolong Z., Mingshun W., Kunlian Z. [1981]. “A study of hysteretic curve of reinforced concrete members under cyclic loading”. Procs. of 7 th World Conference on Earthquake Engineering, Istanbul, Turchia, Vol. 6. Capecchi D., Ciampi V., Vestroni F. [1980]. “Un modello per elementi di trave in cemento armato soggetto a carichi ripetuti”. Pubblicazione n° 32, Istituto di Scienza delle Costruzioni, L’Aquila. Carreira D. J., Kuang-Han C. [1985]. “Stress-strain relationship for plain concrete in Compression”. ACI Structural Journal, Vol. 82, n°6, pagg. 797–804. Casciaro R. [1975]. “Time evolutional analysis of nonlinear structures”. Meccanica n° 3, J. of the Italian Association of Theoretical and Applied Mechanics AIMETA, Vol. X. 219
Capitolo 9. Bibliografia Chiou Y.J., Hsiao F.P., Huang C.C., Liou Y.W. [2006]. “Structural behavior of reinforced concrete framed walls”. Proceedings of 8 th U.S. National Conference on Earthquake Engineering, 18-22 April, San Francisco, California, USA, Paper n° 679. Ciampi V., Eligehausen R., Bertero V.V., Popov E.P. [1982]. “Analytical model for concrete anchorages of reinforcing bars under generalized excitations”. Report UCB/EERC-82/23, University of California, Berkeley (U.S.A.). Collins M.P., Porasz A. [1989]. “Shear strength for high strength concrete”. Bullettin d’Information n°193 - Design Aspects of High Strength Concrete. Comité European du Beton (CEB), Paris, France, pagg. 75–83. Colotti V. [1993]. “Shear Behaviour of RC Structural Walls”. ASCE Journal of Structural Engineering, Vol. 119, n° 3, pagg. 728-746. Colotti V., Vulcano A. [1987]. “Behavior of reinforced concrete structural walls subjected to severe cyclic loadings”. Proceedings, Italian Association of Reinforced and Prestressed Concrete Conference, pagg. 87–102, Stresa, Italia. Corradi Dell’Acqua L. [1993]. “Meccanica delle strutture: Le teorie strutturali ed il metodo degli elementi finiti”. vol.2, McGraw-Hill. de Groot A.K., Kusters G.M.A., Monnier T. [1981]. “Numerical Modeling of Bond-Slip Behavior”. Heron, Concrete Mechanics, Vol. 26, n° 1B. Eligehausen R., Popov E., Bertero V. [1983]. “Local Bond Stress-Slip relationship of Deformed Bars under Generalized Excitations”. Report n° UCB/EERC-83/23, Earthquake Engineering Center, University of California, Berkeley, U.S.A.. Filippou F.C., Popov E.P., Bertero V.V. [1983]. “Effects of bond deterioration on hysteretic behavior of reinforced concrete joints”. Report UCB/EERC-83/19, University of California, Berkeley (U.S.A.). Fischinger M., Vidic T., Fajfar P. [1992]. “Nonlinear seismic analysis of structural walls using the multiple-vertical-line-element model”. In: Nonlinear Seismic Analysis of Reinforced Concrete Buildings (H. Krawinkler and P. Fajfar eds.), Elsevier Science Publishers Ltd., pagg. 191-202. Gan Y. [2000]. “Bond Stress and Slip Modeling in Nonlinear Finite Element Analysis of Reinforced Concrete Structures”. M.A.Sc Thesis, University of Toronto, Canada. 220
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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 1. Introduzione carattere
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Capitolo 2. Pareti strutturali 2.2.
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Capitolo 2. Pareti strutturali M (%
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Capitolo 2. Pareti strutturali (a)
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Capitolo 2. Pareti strutturali (a)
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Capitolo 3. Comportamento dei mater
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Capitolo 4. Modellazione di pareti
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Capitolo 5. Strutture test A 54.9 1
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Capitolo 5. Strutture test 5.2.1. F
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Capitolo 5. Strutture test 5.3. CAR
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Capitolo 5. Strutture test 5.3.2. C
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Capitolo 5. Strutture test 0.644 V
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Capitolo 5. Strutture test 5.4.2.2.
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Capitolo 6. Metodo di analisi le fo
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Capitolo 6. Metodo di analisi (1-c)
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Capitolo 6. Metodo di analisi Lbe x
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Capitolo 6. Metodo di analisi Come
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Capitolo 6. Metodo di analisi 6.4.
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