CB01 Posseir i comprendre coneixements que aportin una base o oportunitat de ser originals en el desenvolupament i / o aplicació d'idees, sovint en un context de recerca CE04 Seleccionar i integrar adequadament les eines de modelització numèrica disponibles per resoldre problemes associats al disseny i construcció d'elements estructurals.
1. Advanced design of members subject to bending with or without axial force 2. Advanced design of members subject to shear and torsion 3. Design for serviceability 4. Slabs 5. Design of prestressed elements 6. Reinforcing and strenghthening using advanced materials
Tipus d’activitat Hores amb professor Hores sense professor Total Resolució d'exercicis 4,00 10,00 14,00 Sessió expositiva 12,00 10,00 22,00 Sessió pràctica 9,00 10,00 19,00 Treball en equip 5,00 15,00 20,00 Total 30,00 45,00 75
Mosley, W. H (2007 ). Reinforced concrete design : to Eurocode 2 (6th ed.). Houndmills [etc.]: Macmillan Press. Catàleg Nawy, Edward G (cop. 2003 ). Reinforced concrete : a fundamental approach (5th ed.). Upper Saddle River (N.J.): Prentice Hall. Catàleg Nawy, Edward G (cop. 2000 ). Prestressed concrete : a fundamental approach (3rd ed.). Upper Saddle River, NJ.: Prentice Hall. Catàleg MacGregor, James G (cop. 1997 ). Reinforced concrete : mechanics and design (3rd ed). Upper Saddle River, N.J.: Prentice Hall. Catàleg Ghali, A.|q(Amin) (2002 ). Concrete structures : stresses and deformations (3th ed.). London, etc.: Spon. Catàleg Bank, L. (2006). Composites for Construction. Structural design with FRP materials. New Jersey: John Wiley & Sons. EHE-08 : instrucción de Hormigón Estructural :|bcon comentarios de los miembros de la Comisión Permanente del Hormigón (2008 ). Madrid: Ministerio de Fomento Secretaría General Técnica. Catàleg CEB-FIP model code 1990 : design code (1993 ). London: Telford. Catàleg Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95) (cop. 1995 ). Farmington Hills: American Concrete Institute. Catàleg Guide for the design and construction of structural concrete reinforced with FRP bars : ACI 440.1R-06 (cop. 2006 ). Detroit: American Concrete Institute. Catàleg Féderation International Du Béton, Fib Task Group 9,3 (2007). FRP reinforcement in RC structures. Lausanne, Switzerland: Féderation International Du Béton. Comité Europeen De Normalisation (2004). Eurocode 2: Design of concrete structures - Part 1.1. Brusels: Comité Europeen De Normalisation.
Activitats d'avaluació: Descripció de l'activitat Avaluació de l'activitat % Practical exercises Description of the solution, discussion of the results and conclusions report. 40 Simulations Description of the solution, discussion of the results and conclusions report. 30 Case studies Description of the solution, discussion of the results and conclusions report. 30
FM = Final Mark PE = Practical exercises CS = Case studies S = Simulations FM= 0.4*PE + 0.3*CS + 0.3*S For a given category (i.e. PE, CS and S), the student will have to present individual reports covering all the contents of the course. The mark for each category (PE, CS and S) is the mean of the marks of the individual reports. To pass the course, an overall minimum mark of 5 is needed, and a minimum of 4.0 for each category (PE, CS and S). Criteris específics de la nota «No Presentat»:Those students that do not hang in the reports for each category in the established delivery time will take a No Show (NP) mark.