| Study programme competencies |
| Code | Study programme competences |
| Learning aims | |||
| Learning outcomes | Study programme competences | ||
| Con la superación de esta asignatura se obtendrá la capacidad para analizar y comprender como las características de las estructuras influyen en su comportamiento, así como conocer las tipologías más usuales en la Ingeniería Civil. Capacidad para utilizar métodos tradicionales y numéricos de cálculo de todo tipo den estructuras de diferentes materiales, sometidas a esfuerzos diversos y en situaciones de comportamientos mecánicos variados. | A17 A18 A20 |
B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 |
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 |
| Contents |
| Topic | Sub-topic |
| 1. Introducción a Estructuras II | 1.1 Introducción |
| 2. Membrane theory of shells of revolution | 2.1 Shell structural element 2.2 Types of shells 2.3 Membrane theory of revolution shells 2.4 Deformations of revolution shells 2.5 Cylindrical and conical shells |
| 3. Bending of cylindrical shells | 3.1 Bending differential equation of cylindrical shells with symmetrical axial loads 3.2 Circular cylinder with symmetrical axial loads on one base 3.3 Cylindrical reservoir for a liquid |
| 4. Introduction to matrix analysis of bars structures | 4.1 Computational methods for structural analysis 4.2 Discretization of a structural model 4.3 Displacements matrix method or stiffness method |
| 5. Matrix analysis of truss structures | 5.2 Stiffness element matrix of a truss structure 5.3 Coordinate system change 5.4 Building of the global structural matrix 5.5 Boundary conditions 5.6 Results of displazaments, joint forces and element forces |
| 6. Matrix analysis of plane structures of stiff joints | 6.1 Plane structures with in-plane loads 6.2 Distributed and concentrated forces in an bar element 6.3 Temperature load 6.4 Pre-stress loads in concrete bars 6.5 Articulated joints 6.6 Frame structures with perpendicular loads |
| 7. Stiffness matrix of a generic bar | 7.1 Matrix analysis of 3D structures 7.2 Structural matrix considering shear deformation 7.3 Bars of variable cross section |
| 8. Second order matrix analysis | 8.1 Geometric stiffness matrix 8.2 Matrix analysis of the buckling load 8.3 Buckling shapes |
| 9. Computer program of structural analysis | 9.1 Geometric definition of the structural model 9.2 Definition of boundary conditions at support systems 9.3 Definition of loads 9.4 Load cases and combinations of load cases 9.5 Results analysis using graphic pos-processors 9.6 Structural analysis examples using commercial programmes |
| Planning | ||||
| Methodologies / tests | Competencies | Ordinary class hours | Student’s personal work hours | Total hours |
| Guest lecture / keynote speech | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | 15 | 22.5 | 37.5 |
| Case study | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | 8 | 12 | 20 |
| Document analysis | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | 5 | 8 | 13 |
| Problem solving | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | 20 | 36 | 56 |
| Laboratory practice | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | 7 | 10.5 | 17.5 |
| Objective test | A17 A18 A20 B1 B2 B3 B5 B6 B7 B8 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | 4 | 0 | 4 |
| Personalized attention | 2 | 0 | 2 | |
| (*)The information in the planning table is for guidance only and does not take into account the heterogeneity of the students. | ||||
| Methodologies |
| Methodologies | Description |
| Guest lecture / keynote speech | Se explicarán los métodos de cálculo de estructuras comentados en los contenidos |
| Case study | El profesor mostrará como resolver ejemplos clásicos de cálculo de estructuras y analizará los resultados obtenidos. |
| Document analysis | Recopilación de ejemplos de cálculo de estructuras de la bibliografía propuesta para analizar su resolución. |
| Problem solving | El profesor propondrá problemas de cálculo de estructuras para que el alumno los resuelva. Posteriormente el profesor mostrará en clase cómo se solucionan algunos de ellos. |
| Laboratory practice | Los estudiantes trabajan por parejas en un ordenador que tiene instalados programas de cálculo de estructuras. De esta forma los alumnos se acostumbran a hablar sobre los conceptos que utilizan. El profesor plantea la resolución de estructuras y los estudiantes tratan de calcularla. Posteriormente se les facilita una solución correcta para que comparen sus resultados con ella. El profesor atiende durante la clase de prácticas las dudas que surjen en cada puesto de trabajo. |
| Objective test | Examen escrito de teoría y problemas de cálculo de estructuras. |
| Personalized attention |
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| Assessment | |||
| Methodologies | Competencies | Description | Qualification |
| Problem solving | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | Cualquier aspecto de las competencias y de las actividades de las metodologías puede ser evaluado y modificar la nota de la prueba objetivo | 2 |
| Case study | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | Cualquier aspecto de las competencias y de las actividades de las metodologías puede ser evaluado y modificar la nota de la prueba objetivo | 2 |
| Document analysis | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | Cualquier aspecto de las competencias y de las actividades de las metodologías puede ser evaluado y modificar la nota de la prueba objetivo | 2 |
| Guest lecture / keynote speech | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | Cualquier aspecto de las competencias y de las actividades de las metodologías puede ser evaluado y modificar la nota de la prueba objetivo | 2 |
| Objective test | A17 A18 A20 B1 B2 B3 B5 B6 B7 B8 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | Structures 2 has two methods of evaluation: Continuous evaluation: This method tries to favour the work realised during the course of the students. It consists in a series of tasks (at least 5) some of them are done in class and others use Moodle. These tasks are voluntary, being able to approve the subject although they are not doing. Each task marks with a maximum of 3 points. A student approves by this system if at least 60% of the maximum possible points are obtained. The students that do not approve by this method can attend the objective proof like other opportunity. Objective test: It consists on the realisation of 3 exercises with theory and problems that will do face to face, unless the circumstances force to a no face-to-face evaluation in whose case will do through tasks in Moodle in a limited time. The mark obtained by this method will be the mark of the objective proof (exam) more until 2 extra points by tasks delivered of continuous evaluation. To approve the sum of points of the exam more the extra points has to be greater or the same to 5 on a total of 10. The students that have approved by continuous evaluation can attend the objective test if they think that a better qualification is possible by this way. His final mark will be the greatest of the two methods. For the second opportunity the evaluation by means of objective test is established. |
90 |
| Laboratory practice | A17 A18 A20 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B13 B14 B15 B16 B17 B18 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 | Cualquier aspecto de las competencias y de las actividades de las metodologías puede ser evaluado y modificar la nota de la prueba objetivo | 2 |
| Assessment comments | |||
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Uno de los ejercicios es el calculo de una estructuras con un programa de análisis computacional. |
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| Sources of information |
| Basic |
JURADO J. A. HERNÁNDEZ S. (2002). Análisis estructural de placas y láminas. Edicions Tórculo
HERNÁNDEZ S. (1996). Análisis lineal y no lineal de estructuras de barras. ETSICCP de la Universidade da Coruña
JURADO J. A. DÍAZ J. NIETO F. FONTÁN A. HERNÁNDEZ S. (2008). Ejemplos resueltos de cálculo de estructuras con el programa SAP2000. Edicions Tórculo
Jurado J. A. (2012). Ejercicios de cálculo de estructuras. ETSICCP de la Universidade da Coruña
KASSIMALI A. (1999). Matrix Analysis of Structures. Brooks/Cole Publishing Company |
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| Complementary |
ALLEN H. G. BALSON P. S (1980). Backgraund to Buckling. Mc. Graw-Hill
MCGUIRE W. GALLAGHER R. H. ZIEMIAN R. D. (2000). Matrix Structural Analysis. John Wiley & Sons, Inc.
ZINGONI A. (1997). Shell Structures in Civil and Mechanical Engineering. Thomas Telford
JAWAD M. H. (1994). Theory and design of plate and shell structures. Chapman & Hall. |
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