MASTER IN CIVIL ENGINEERING - Faculdade de Engenharia da ...

More documents

Recommendations

Info

SECOND SEMESTER Master in Civil Enginerring Page 24
Structural Analysis II Credits Contact Time Total Time 7 ECTS 90 188 Objectives, Skills and Learning Outcomes Presentation and quarrel of the method of displacements, matrical formularization, for analysis of reticulated structures in linear regimen, plain and three-dimensional, and its point of view developments of its practical application, namelly if it relates to its use in the automatic calculation. Presentation of the general aspects of the method of the finite elements. Dynamic analysis of structures applied simple the structural systems. Introduction to the geometric non linear analysis and plastic analysis. The study of the structural methods analysis is followed by the concern to increase the degree of understanding of the structures behavior, of the point of view of the distribution of efforts and displacements. Program Ch1 - Matrix Analysis using Displacement Method Matrix form of Displacement Method. Assembling stiffness matrices of bars and composition of global stiffness matrix of the structure. Using matrix analysis to structures with sloped bars. Transformation matrix of displacement and forces from local to global axis. Sistematization of displacement method matrix formulation. Introduction to structural computer analysis. General outline of a computer program for structural analysis. Analysis of 3D bar structures and presentation of the corresponding matrix formulation. Ch2 - Introduction to Finite Element Method General aspects of formulation and analogy with displacement method. Shape functions and element stiffness matrix. Main types of elements and its application: 2D and 3D elements; slabs; shells. Practical uses of FEM. Ch3 - Hardy-Cross method Introduction to the method. Notion of distribution and transmission coefficient. Particular cases of HC method. Application of HC method to structures with freedom of displacement of nodes. Indirect HC method. Analysis of a structure considering different number of unknowns. relationship between the different types of stiffnes matrices. Matrix condensation. Ch4 - Introduction to Structural Dynamics Basic concepts of Structural Dynamics. Formulation of the fundamental equation of dynamic equilibrium. Free movement without dampening. Notions of frequency and vibation period. Free movement with dampening. Notion of dampening coefficient. Response to a sine- wave action. Factor of dynamic amplification. Ressonance response. Response to a sine-wave action with dampening. Detrmination of the response to any type of action using the decomposition with Master in Civil Enginerring Page 25
Page 1 and 2: MASTER IN CIVIL ENGINEERING The Mas
Page 3 and 4: Master in Civil Engineering List of
Page 5 and 6: Structural Analysis I Credits Conta
Page 7 and 8: Soil Mechanics I Credits Contact Ti
Page 9 and 10: Structural Concrete I Credits Conta
Page 11 and 12: Construction Monitoring and Observa
Page 13 and 14: 2.3 - Sizing recommendations: Fib (
Page 15 and 16: coefficients. Equivalent moment coe
Page 17 and 18: To learn the elaboration and the or
Page 19 and 20: Quality in Construction Credits Con
Page 21 and 22: Planning and Environmental Quality
Page 23 and 24: Railways Credits Contact Time Total
Page 25: Maritime Works 2 Credits Contact Ti
Page 29 and 30: Soil Mechanics II Credits Contact T
Page 31 and 32: Structural Concrete II Credits Cont
Page 33 and 34: Hydrology and Water Resources Credi
Page 35 and 36: Urban Environment and Transport Pla
Page 37: Master in Civil Engineering Thesis

MASTER IN CIVIL ENGINEERING - Faculdade de Engenharia da ...

Create successful ePaper yourself

Delete template?

Save as template?