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Structural Analysis: Trusses and Frames, Exercises of Structural Analysis

University of Negros Occidental-Recoletos (UNOR)Structural Analysis

Information about course g1450: structural analysis offered at universidad de cantabria. The course focuses on the conceptual analysis and computational approach of structures using matrix analysis and finite elements. Topics include truss analysis, frame analysis, and influence lines, among others. Students are expected to read 'structural analysis' by russell c. Hibbeler and 'matrix analysis of structures' by robert e. Sennet.

Typology: Exercises

2021/2022

Uploaded on 08/05/2022

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 
CourseG1450:STRUCTURALANALYSIS
 
 
 GENERALINFORMATION

 SpringSemester
6ECTScredits
 
 INSTRUCTOR(S)
 

JOSÉRAMÓNGONZALEZDECANGAS([email protected])
CatedráticodeUniversidad.DepartamentodeIngenieríaEstructuralyMecánica.Universidadde
Cantabria.

ALBERTOFERNÁNDEZLEROY([email protected])
Profesorasociado.DepartamentodeIngenieríaEstructuralyMecánica.UniversidaddeCantabria.

 Description
 
Themainobjectiveofthiscourseistopresentboththeconceptualanalysisofstructuresandits
computationalapproachbasedonmatrixanalysisandfiniteelements.Topicsinclude:analysiso
f
trusses;analysisofframes;virtualworkandunitloadmethod;basicconceptsofstructural
stability;influencelinesandintroductiontothefiniteelementmethod.

 TEXTBOOK
 
 StructuralAnalysis.RussellC.Hibbeler.MatrixAnalysisofStructures.RobertE.Sennet.

SYLLABUS

1. 1.Typesofstructuresandloads
2. Introduction
3. ClassificationofStructures
4. Loads
5. StructuralDesign
6. 2.Trusses
7. Equilibriumequations
8. Classificationoftrusses:staticallydeterminate,staticallyindeterminateandmechanism
9. Analysisofstaticallydeterminatetrusses
10. Deflectionsusingenergymethods
11. Analysisofstaticallyindeterminatetrussesusingenergymethods
12. Structuralstability.Buckling
13. 3.Frames
14. Frame‐MemberStiffnessMatrix
15. Frame‐MemberGlobalStiffnessMatrix
16. ApplicationoftheStiffnessMethodforFrameAnalysis
17. 4.Influencelineforbeamsandframes
18. Introduction
19. Directmethod
20. Maxwell´sreciprocaltheorem
pf2

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Course G1450: STRUCTURAL ANALYSIS

GENERAL INFORMATION

Spring Semester 6 ECTS credits

INSTRUCTOR(S)

JOSÉ RAMÓN GONZALEZ DE CANGAS ([email protected]) Catedrático de Universidad. Departamento de Ingeniería Estructural y Mecánica. Universidad de Cantabria.

ALBERTO FERNÁNDEZ LEROY ([email protected]) Profesor asociado. Departamento de Ingeniería Estructural y Mecánica. Universidad de Cantabria.

Description

The main objective of this course is to present both the conceptual analysis of structures and its computational approach based on matrix analysis and finite elements. Topics include: analysis of trusses; analysis of frames; virtual work and unit load method; basic concepts of structural stability; influence lines and introduction to the finite element method.

TEXTBOOK

Structural Analysis. Russell C. Hibbeler. Matrix Analysis of Structures. Robert E. Sennet.

SYLLABUS

    1. Types of structures and loads
  2. Introduction
  3. Classification of Structures
  4. Loads
  5. Structural Design
    1. Trusses
  7. Equilibrium equations
  8. Classification of trusses: statically determinate, statically indeterminate and mechanism
  9. Analysis of statically determinate trusses
  10. Deflections using energy methods
  11. Analysis of statically indeterminate trusses using energy methods
  12. Structural stability. Buckling
    1. Frames
  14. Frame‐Member Stiffness Matrix
  15. Frame‐Member Global Stiffness Matrix
  16. Application of the Stiffness Method for Frame Analysis
    1. Influence line for beams and frames
  18. Introduction
  19. Direct method
  20. Maxwell´s reciprocal theorem
  1. Method of virtual work
  2. Influence line for deflections
  3. Influence line for reactions
  4. Influence line for bending moments
  5. Influence line for shear forces
    1. Matrix Analysis of Structures
  7. Analysis of one‐dimensional bars
  8. Non‐Nodal Forces and Thermal effects
  9. Analysis of two‐dimensional trusses
  10. Analysis of two‐ dimensional frames