Design of Steel and Composite Structures
Áreas Científicas |
Classificação |
Área Científica |
OFICIAL |
Estruturas |
Ocorrência: 2019/2020 - 1S
Ciclos de Estudo/Cursos
Sigla |
Nº de Estudantes |
Plano de Estudos |
Anos Curriculares |
Créditos UCN |
Créditos ECTS |
Horas de Contacto |
Horas Totais |
MEC |
9 |
Study Plan |
2 |
- |
6 |
60 |
162 |
Docência - Responsabilidades
Língua de trabalho
Portuguese
Objetivos
The students attending this course already have some
knowledge and skills in the field of steel and composite
structures. The intention now is to deepen and extend their
knowledge to the areas not already covered in the course,
and to acquire skills to fully undertake projects of steel and
composite structures.
Resultados de aprendizagem e competências
The training will focus particularly on the security check of
the Class 4 cross sections, namely the shear instability of the web and its resistance to transverse loads, the efforts
interaction in the cross section and also along the beams,
columns and beam column. We shall study the elastic global
analysis frames with semi-rigid connections and plastic global analysis. Regarding composite structures intended to address the security check of slabs and beams and composite steel concrete composite joints.
Modo de trabalho
Presencial
Programa
1. Steel Structures (5 weeks)
Fundamental Concepts of plate instability phenomena.
Resistance of Class 4 cross-sections to the axial and flexural
actions. Torsion and warping. Security check to torsion.
Influence of shear. Security check of columns, beams and
beam-columns of class 4.
2. Steel Concrete Composite Structures 2 (6 weeks)
Fundamental concepts. Design of composite beams with
partial connection and their influence over the actuating
efforts, resistant efforts and deformations. Composite
columns. Resistance to axial and flexural actions and shear.
Composite slabs. Profiled sheets and connection. Flexural and
shear. Behaviour in constructive phase and service.
Constructive placement for all elements listed.
3. Connections (3 weeks)
Fundamental Concepts. Component Method. Beam-column
connections. Column bases. Connections of triangulated
structures
Bibliografia Obrigatória
Ferreira, P.; Folhas de acompanhamento da disciplina
Mendonça, P.; Folhas de acompanhamento da disciplina
Siva, Luís Simões; Gervásio, Helena; Manuel de dimensionamento de estruturas metálicas: Métodos Avançados, CMM, 2007
Calado, L. e Santos,; struturas Mistas de Aço e Betão, IST Press, 2010
Simões da Silva, L. e Santiago, A.; Manual de ligações metálicas, CMM, 2003
CEN. 2005; EN 1993-1-1 Eurocode 3: Design of Steel Structures, Part 1.1: General Rules and Rules for Buildings.
CEN, 2004; EN 1993–1–3 Eurocode 3: Design of Steel Structures, Part 1.3: Supplementary rules for cold-formed members and sheeting
CEN, 2006.; ;EN 1993–1–5 Eurocode 3: Design of Steel Structures, Part 1.5: Plated structural elements
CEN, 2005; EN 1993–1–8 Eurocode 3: Design of Steel Structures, Part 1.8: Design of Joint
CEN, 2004; EN 1994–1–1 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1.1: General Rules and Rules for Buildings
Métodos de ensino e atividades de aprendizagem
It is available in moodle the syllabus of the course, the lesson
plan of the semester, test type, a set of practice exercises,
and material support. In the first two weeks of class are
constituted working groups which will be provided the
statement of work. In the week prior to the class, is inserted
into moodle, slides of theoretical and practical content to be
worked. In class the slideshow, summarized, exposing the
matter properly structured and conclusions of the class, along
with schematics, diagrams and photos presented, is
undoubtedly a good learning process. It's overrated because
this material is available to students in advance. In practical
classes we do exercises and explain other ones solved
problems of the exercises book and we support the work of
the semester. It is intended that the working group has some
autonomy, try by itself solve emerging problems. However,
the electronic mentoring will be available to clarify doubts
and to support the work, as so the teachers attending
schedule hours.
Software
SAP 2000 - Structural Analysis Program
ROBOT Structural Analysis
Tipo de avaliação
Distributed evaluation without final exam
Componentes de Avaliação
Designation |
Peso (%) |
Teste |
70,00 |
Trabalho escrito |
30,00 |
Total: |
100,00 |
Componentes de Ocupação
Designation |
Tempo (Horas) |
Frequência das aulas |
3,50 |
Total: |
3,50 |
Obtenção de frequência
Final note is the maximum between:
(i) 100% Exam
(ii) 70% Exam + 30% Work1;
(iii) 70% Exam + 20% Work1
+ 10% Work2 (Proposed exercises);
The continuous evaluation consists of:
(iv) 35% Test1 + 35% Test2 + 30% Work1.
(v) 35% Test1 + 35% Test2 + 20% Work1 + 10% Work2
(Proposed Exercises).
The minimum score for the mean of the two tests is 8.0 values
For a final grade higher than 16, an oral exam is required.
Fórmula de cálculo da classificação final
Final note is the maximum between:
(i) 100% Exam
(ii) 70% Exam + 30% Work1;
(iii) 70% Exam + 20% Work1
+ 10% Work2 (Proposed exercises);
The continuous evaluation consists of:
(iv) 35% Test1 + 35% Test2 + 30% Work1.
(v) 35% Test1 + 35% Test2 + 20% Work1 + 10% Work2
(Proposed Exercises).
The minimum score for the mean of the two tests is 8.0 values
For a final grade higher than 16, an oral exam is required.