Comportamiento y diseño de estructuras de concreto I Número de horas de enseñanza teórica: 48 Valor en créditos: 6

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1 Nombre del curso: Comportamiento y diseño de estructuras de concreto I Número de horas de enseñanza teórica: 48 Valor en créditos: 6 Objetivos Mostrar el comportamiento y propiedades de elementos de concreto reforzado. Contenido temático 1.- Filosofía de diseño y seguridad en estructuras de concreto reforzado. 2.- Propiedades mecánicas de los materiales tradicionales y nuevos. 3.- Elementos sujetos a carga axial, efecto del confinamiento. 4.- Flexion y flexocompresión, relaciones momento-curvatura. Diagramas de interacción N- M. 5.- Deflexiones en miembros de concreto reforzado, estado límite de servicio y estaddo límite de falla, ductilidad, capacidad a deformación, efectos de esbeltez. 6.- Cortante. Teoría tradicional (reglamento ACI-99), procedimiento basado en mecanismo de armadura y arco (reglamento aij-88), diseño por cortante considerando nivel de ductilidad y capaccidad de deformación. 7.- Adherencia, anclaje y longitudes de desarrollo. 8.- Torsión. Bibliografía Textos recomendados 1.- Park, R., Paulay, T.: Estructuras de Concreto Reforzado, Editorial Limusa, Wang, C. y Salmon, Ch.: Reinforced Concrete Design; Harper and Row, Tercera Edición, New York, Paulay, T., Priestley, M.J.N.; Seismic Design or Reinforced Concrete and Masonry Buldings. John Wiley & Sons, Inc

2 REFERENCIAS Capítulo 1 - American Concrete Institute: Bulding Code Requirements for Reinforced Concrete (ACI ), Comite Europeen du Beton: CEB-FIP Model Code for Concrete Structures, New Zealand Standards Association. Code of Practice for the Design of Concrete Structures (NZS 3101), Part 1, MacGregor, J.G.: Load and Resistance Factors for Concrete Design, ACI Journal, Julio- Agosto 1983, pp Meli, R.: Bases para los criterios de diseño estructural del proyecto de Reglamento de construcciones para el Distrito Federal, Serie Azul No. 375, Instituto de Ingeniería, UNAM, Junio Aoyama H.: Outline of Earthquake Provisions in the Recently Revised Japanese Building Code, Bulletin, New Zealand National Society for Earthquake Engineering, Vol. 14, No. 2, Junio 1981, pp Aoyama H.: Recent Development in Seismic Design of Reinforced Concrete Buldings in Japan, Bulletin, New Zealand National Society for Earthquake Engineering, Vol. 24, No. 4, Diciembre 1991, pp Architectural Institute of Japan: Design Guidelines for Earthquake Resistance Reinforced Concrete Buildings Based on the Ultimate Strength Concepto (draft), Octubre 1988 Capítulo 2 - Bresler, B.: Reinforced Concrete Engineering, Vol. I: Materials, Structural Elements and Safety: John Wiley and Sons, N.Y., Philleo, R.E.: Increasing the Usefulness of ACI 214: Use of Standard Deviation and a Technique for Small Sample Sizes; Concrete International, Septiembre 1981, pp Malhotra, V.M.; In Situ Strength Evaluation of Concrete: Concrete International, Septiembre 1979, pp Tait, J.B.: concrete Quality Assurance Based on Strength Tests: Concrete International, Septiembre 1981, pp Raphael, J.M.: Tensile Strength of Concrete; Journal of the ACI, Marzo-Abril 1984, pp

3 - Kent, D.C. y Park, R.: Flexural Members with Confined Concrete, ASCE Structural Division, Vol. 97, No. ST7, Julio 1971, pp Mander, J.B., Priestley, M.J.N. y Park, R.: Theoretical Stress-Strain Model for Confined Concrete: ASCE Structural Division, Journal of Structural Engineering, Vol No. 8, Agosto 1988, pp Mattock, A.H., Kriz, L.B. y Hognestad, E.: Rectangular Concrete Stress Distribution in Ultimate Strength Design; Journal of the ACI, Vol. 57, No. 8, Febrero 1961, pp Informe Comité ACI 209: Effects of Concrete Constituents, Environment and Stress on Creep and Shrinkage of Concrete; ACI Paper SP 27-1, Informe Comité ACI 209: Prediction of Creep, Shrinkage and Temperature Effects on Concrete Structures; ACI Paper SP 27-3, Kato, B.: Mechanical Properties of Steel Under load Cycles Idealizing Seismic Actions; CEB Bulletin D Information No. 131, Abril 1979, pp Aoyama, H.: Mechanical Properties of Concrete Under Load Cycles Idealizing Seismic Actions; CEB Bulletin D Information No. 131, Abril 1979, pp Capítulo 3 - Martínez, S., Nilson, A.H. y Slate, F.O.: Spirally Reinforced High-Strength Concrete Columns, Journal of the ACI, Sept-Octubre 1984, pp Sheikh, S.A. y Yeh, C.C.; Analytical Moment-Curvature Relations for Tied Concrete columns: ASCE Journal of Structural Engineering, Vol. 118, No. 2, Febrero 1992, pp Bresler, B. y Gilbert, P.H.: Tie Requirements for Reinforced Concrete Columns; Journal of the ACI. Title No , Noviembre 1961, pp Sheikh, S.A. y Uzumeri, S.M.: Analytical Model for Concrete Confinement in Tied Columns; ASCE Journal of Structural Division, Vol. 108, No. ST12, Diciembre 1982, pp Capítulo 4 - Rüsh, H.: Researches Toward a General Flexural Theory for Structural Concrete: Journal of the ACI, Julio 1960, pp Mathock, A.H., Kriz, L.B. y Hognestad, E.: Rectangular concrete Stress Distribution in Ultimate Strength Design; Journal of the ACI, Vol. 57, No. 8, Febrero 1961, pp Kent, D.C. y Park, R.: Flexural Members with Confine de Concrete; ASCE, Vol. 97, No. ST7, Julio 1971, pp

4 - Sheikh, S.A. y Yeh,: Analytical Moment-Curvature Rotations for Tied Concrete Columns; Journal of the Structural Division, ASCE, Vol. 118, No. ST2, Febrero 1992, pp Park, R., Priestley, M.J.N. y Wayne, D.G.: Ductility of Square-Confined Concrete Columns; ASCE Journal of the Structural Division, Vol. 108, No. ST4, Abril 1982, pp Bresler, B.: Design Criteria of Reinforced Columns under Axial Load and Biaxial Bending; Journal of the ACI, Title No , Noviembre 1960, pp Capitulo 5 - Corley, W.G.: Rotational Capacity of Reinforced Concrete Beams; ASCE, Vol. 92, No. ST5, Octubre 1966, pp Informe Comité ACI 209: Effects of Concrete Constituents, Environment and Stress on Creep and Shrinkage of Concrete; ACI Paper SP 27-1, Informe Comité ACI 209: Prediction of Creep, Shrinkage and Temperature Effects on Concrete Structures; ACI Paper SP 27-3, MacGregor, J.G., Breen, J.E. y Pfrang, E.O.: Design of Slender Concrete Columns; Journal of the ACI, Vol. 67, No. 1, Enero 1970, pp Bree, J.E., MacGregor, J.G. y Pfrang, E.O.: Determination of Effective Length Factor for Slender Concrete Columns; Journal of the ACI, Vol. 69, No. 11, Noviembre 1972, pp Ford, J.S., Chang, C. y Breen, J.E.: Design Indicators form Test of Unbraced Multipanel Concrete Frames; Concrete International, Marzo 1981, pp Bresler, B.: Design Criteria of Reinforced Columns under Axial Load and Biaxial Bending, Journal of the ACI, Title No , Noviembre 1960, pp Capítulo 6 - ACI-ASCE Comité 426: The Shear Strength of Reinforced Concrete Members; Proceedings, ASCE, Vol. 99, No. ST6, Junio 1973, pp Collins, M.P.: Towards a Rational Theory for RC Members in Shear: Journal of the Structural Division, ASCE, Vol. 104, Abril 1978, pp Thurlimann, B.: Shear Strength of Reinforced and Prestressed Concrete Beams: ACI Symposium, Abril 1976, pp Nielsen, M.P., Braestrup, M.W. y Bach, F.: Rational Analysis of Shear in Reinforced Concrete Beams; IABSE Proceedings P-15-78, pp. 1-16

5 - Kani, G.N.J.: Basic Facts Concerning Shear Failure; Journal of the ACI, Title No Junio 1966, pp Kani, G.N.J.: A Rational Theory for the Function of Web Reinforcement; Journal of the ACI, Title No , Marzo 1969, pp Collins, M.O. y Mitchell, D.: A Rational Approach to Shear Design The 1984 Canadian Code Provisions: Journal of the ACI, Nov.-Dic. 1986, pp Capítulo 7 - Bresler, B.: Reinforced concrete Engineerting, Vol. I: materials, Structural Elements and Safety; John Wiley and Sons, N.Y., ACI Comité 408: Suggested Development, Splice and Standard Hook Provisions for Deformed Bars in Tension; Concrete International, Vol. 1, No. 7, Julio 1979, pp Tassios, T.P.: Properties of Bond Between Concrete and Steel Under Load Cycles Idealizing Seismic Actions; CEB Bulletin D Information No. 131, Abril 1979, pp Jimenez, R., White, R.N. y Gergely, P.: Bond and Dowel Capacities of Reinforced Concrete; Journal of the ACI, Enero 1969, pp Kemp, E.L. y Wilhelm, W.J.: Investigation of the Parameters Influencing Bond Cracking: Journal of the ACI, Enero 1979, pp Giuriani, E., Plizzari, G. y Schumm, C.: Role of Stirrups and Residual Tensile Strength of Cracked Concrete on Bond; ASCE Journal of Structural Engineering, Vol. 117, No. 1, Enero 1991, pp ACI Comité 408: Abstract of: State of the Art Report on Bond Under Cyclic Loads; ACI Materials Journal, Title No. 88-M68, Nov.-Dic. 1991, pp Capítulo 8 - Informe Comité ACI 438: Tentative Recommendations for the Design of Reinforced Concrete Members to Resist Torsion; Journal of the ACI, Vol. 66, No. 1, Enero 1969, pp Hsu, T.T.C. y Kemp, E.L.: Background and Practical Application of Tentative Design Criteria for Torsion; Journal of the ACI, Vol. 66, No. 1, Enero 1969, pp