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Statics and Stability of Structures 2
CFDP38.00
Description
Lecture
  • Fundamental aspects regarding the analysis of statically indeterminate structures. The general force method. Selection of unknowns and of the basic system. Once statically indeterminate structures. 
  •  The general force method. Multiple statically indeterminate structures. Verification of moment diagrams, coefficients, and free terms. 
  •  The general force method. Possibilities for simplifying the system of compatibility equations. 
  •  The general force method. The effect of support settlements and temperature variations. 
  •  The general force method. Continuous beam. The three-moment equation. 
  •  Application of the force method to the analysis of particular types of structures. 
  •  The general displacement method. Determination of the degree of kinematic/geometric indeterminacy. Selection of unknowns and of the basic system. Formulation of the system of compatibility/equilibrium equations. 
  •  The general displacement method. Frames with fixed joints. 
  •  The general displacement method. Frames with movable/sway joints. 
  •  The general displacement method. Systematic forms of applying the displacement method. Iterative analysis of frames. 
  •  The general displacement method. Systematic forms of applying the displacement method. Iterative analysis of frames. Two-stage calculation procedure. 
  •  The general displacement method. Frames with movable/sway joints. Two-stage iterative calculation procedure. 
  •  Application of the force method to the analysis of particular types of structures. Trusses. 
  •  Application of the force method to the analysis of particular types of structures. Arches.

Lab hours
  • The general force method. Once statically indeterminate structures loaded with forces. Internal force diagrams. 
  •  The general force method. Twice statically indeterminate structures loaded with forces. Internal force diagrams. 
  •  The general force method. Continuous beam. 
  •  The general force method. Continuous beam. Temperature variations. 
  •  The general force method. Support settlements. 
  •  The general force method. Twice statically indeterminate frame loaded with forces. Internal force diagrams. 
  •  Double-hinged arch. Internal force diagrams. 
  •  The general displacement method. Frame with one fixed joint. Internal force diagrams. 
  •  The general displacement method. Frame with two movable/sway joints. Internal force diagrams. 
  •  The general displacement method. Frames with movable/sway joints. Internal force diagrams. 
  •  The general displacement method. Systematic forms of applying the displacement method. Iterative analysis of frames. Two-stage calculation procedure. 
  •  The general displacement method. Frame with movable/sway joints solved by successive iterations. 
  •  The general displacement method. Effect of temperature variations. Effect of support settlements. 
  •  Continuous beam. Influence lines for V, T, and M. 
ECTS credits
4
Teaching Language
Română
Exam Language
Română
Support Materials Language
Română
Basic Learning Outcomes
  • Ability to calculate construction works.
    (F4_BE1 - Basic learning outcome BE1 (related to final LO F4) - CEB - Ability to calculate construction works.)
  • Ability to analyse the stability of structures. 
    (F8_EA1 - Basic learning outcome EA1 (related to final LO F8) - CEB - Ability to analyse the stability of structures. )
Final Learning Outcomes
  • Ability to analyse, design and assess CIVIL STRUCTURES 
    (F6 - CEB - Ability to analyse, design and assess CIVIL STRUCTURES )
  • Ability to perform STRUCTURAL ANALYSIS 
    (F8 - CEB - Ability to perform STRUCTURAL ANALYSIS )
Course categorized
Managing Entity (faculty)