当前课程知识点:Structural Mechanics > Chapter 11 Method of Successive Approximations > 11.3 No-shear moment distribution method > 11.7 Application condition of no-shear moment distribution method and determination of fixed-end mom
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返回《Structural Mechanics》慕课在线视频列表
-1.1 Structures and structural mechanics
--Video
-1.2 Computing models and principles
--Video
-1.3 Classification of framed structures
--Video
-1.4 Classification of loads
--公告
-Courseware
-2.1 Basic concepts
--2.1 Purpose of geometric construction analysis
--2.2 Geometrically table and unstable systems
--2.3 Degrees of freedom and constraints-1
--2.4 Degrees of freedom and constraints-2
-2.2 The Calculating Degrees of Freedom
--2.5 Calculating DOF and two formulae
--2.6 Examples for calculating DOF
--2.7 Necessary condition of geometrically stable systems
-2.3 Geometric Construction Rules
--2.8 Geometric construction rules based on hinged triangle
--2.9 Restrictions of geometric construction rules
--2.10 Application of Geometric Construction Rules
--2.11 Discussion of virtual hinges at infinite distance
-2.4 Relationship between Geometric Construction and Equilibrium Equations
--2.12 Relationship between geometric constructions and equilibrium equations
-Courseware
-Unit testing
--Chapter 2 Geometric Constru...
-3.1 Review the analysis of single span beams
--3.1 Review of the analysis of single span beams-1
--3.2 Review of the analysis of single span beams-2
-3.2 Construction of internal force diagrams by principle of superposition
--3.3 Construction of bending moment diagrams by principle of superposition
--3.4 Construction of shear force diagrams and solution of reactions
--3.5 The analysis of simply supported inclined beams
-3.3 Analysis of statically determinate multi-span beams
--3.6 Geometric construction and characteristic of statically determinate multi-span beams
--3.7 Calculation of internal forces for statically determinate multi-span beams-1
--3.8 Calculation of internal forces for statically determinate multi-span beams-2
--3.9 Comparison of three types of beams
-Courseware
-4.1 Classification and characteristic of plane statically determinate rigid frames
--4.1 Classification and characteristic of plane statically determinate rigid frames
-4.2 Calculation of statically determinate plane frames
--4.2 Calculation of reactions for statically determinate plane frames
--4.3 Construction of M diagram for frames-1
--4.4 Construction of M diagram for frames-2
--4.5 Construction of shear force diagrams and axial force diagrams for frames
-Courseware
-Unit testing
--Unit texting
-5.1 Classification and characteristic of plane arches
--5.1 Classification and characteristic of plane arches
-5.2 Calculation of flat arches
--5.2 Calculation of flat arches-1
--5.3 Calculation of flat arches-2
-5.3 Calculation of arches with ties
--5.4 Calculation of arches with tie and oblique arches
-5.4 Rational axial line
--5.5 Rational axial line of flat arches
-Courseware
-6.1 Calculation of trusses
--6.1 Assumptions and classification of determinate plane trusses
--6.2 Calculation of internal forces by the method of joints
--6.3 The method of axial force coefficients
--6.7 Qualitative analysis of several trusses
-6.2 Calculation of composite structures
--6.8 Calculation of internal forces for composite structures
-Unit testing
-Courseware
-7.1 General remarks on statically determinate structures
--7.1 General remarks on statically determinate structures
-7.2 Principle of virtual work for rigid bodies
--7.2 Principle of virtual work for rigid bodies
--7.3 The method of unit virtual displacement
-Unit testing
--Chapter 7-Unit testing
-8.1 Introduction
--8.1 Introduction for calculation of structural displacement
-8.2 Calculation of displacements for rigid body systems
--8.2 The method of unit virtual load
-8.3 Principle of virtual work for deformable bodies and general equation of displacements
--8.3 The principle of virtual work for deformable bodies and appropriate conditions
--8.4 The general equation of displacements
-8.4 Displacements calculation of various types of structures due to external loads
--8.5 Formula for calculating displacements caused by loads
--8.6 Displacement calculation of various types of structures due to external loads-1
--8.7 Displacement calculation of various types of structures due to external loads-2
--8.8 Discussion on beam-typed members-1
--8.9 Discussion on beam-typed members-2
--8.4-Unit testing
-8.5 The graph-multiplication method
--8.10 The graph-multiplication method
-8.6 Calculation of displacements caused by other factors
--8.11 Calculation of strains caused by temperature changes
--8.12 Calculation of displacements caused by temperature changes
--8.13 Calculation of displacements caused by support movement and manufacture error
--8.14 Calculation of generalized displacements
--8.6-Unit testing
-8.7 Reciprocal laws for linear elastic system
--8.15 Reciprocal laws for linear elastic systems
--8.16 Application of the law of reciprocal work-1
--8.17 Application of the law of reciprocal work-2
--8.7-Unit testing
-Midterm Exam
-9.1 Determination of degrees of indeterminacy
--9.1 Determination of degrees of indeterminacy
-9.2 Basic concepts of force method
--9.2 Basic idea of force method
--9.3 Canonical equations for structures with n degrees of indeterminacy
-9.3 Calculation of internal forces for statically indeterminate beams, rigid frames and bent frames
--9.4 Calculation of internal forces for statically indeterminate beams under the action of loads
--9.5 Calculation of internal forces for statically indeterminate rigid frames and bent frames under t
-Unit testing-1
-9.4 Calculation of internal forces for statically indeterminate trusses and composite structures
--9.6 Calculation of internal forces for statically indeterminate trusses under the action of loads
--9.7 Calculation of internal forces for statically indeterminate composite structures under the actio
-Unit testing-2
-9.5 Calculation of statically indeterminate structures cause by other factors
--9.8 Calculation of internal forces for statically indeterminate structures due to temperature change
--9.9 Calculation of internal forces for statically indeterminate structures due to support settlement
-9.6 Calculation of symmetric structures
--9.10 No bending moment status
--9.11 Symmetry of structures and loadings
--9.12 Characteristic of symmetric structures
--9.13 Simplification of symmetric structures
-Unit testing-3
-10.1 Basic concepts of displacement method
--10.1 Basic concepts of displacement method
--10.2 Basic idea of displacement method
-10.2 Primary unknowns of displacement method
--10.3 Primary unknowns of displacement method
-Unit testing-1
-10.3 Slope-deflection equations of uniform beams
--10.4 Slope-deflection equations of uniform beams
-10.4 The primary methods
--10.5 The method of equilibrium equations
--10.6 The method of typical equations
-Unit testing-2
-10.5 Analysis of structures without sidesway due to external loads
--10.7 Analysis of structures without sidesway due to external loads
-10.6 Analysis of structures with sidesway due to external loads
--Analysis of structures with sidesway due to external loads
-Unit testing-3
-11.1 Basic concepts of moment distribution method
--11.1 Displacement method and moment distribution method
--11.2 Basic concepts of moment distribution method
--11.3 Application of moment distribution at a single joint
-11.2 Moment distribution at multi-joints
--11.4 Moment distribution at multi-joints
--11.5 Application of moment distribution at multi-joints-1
--11.6 Application of moment distribution at multi-joints-2
-11.3 No-shear moment distribution method
--11.7 Application condition of no-shear moment distribution method and determination of fixed-end mom
--11.8 Determination of stiffness factors, distribution factors and carryover factors
--11.9 Application of no-shear moment distribution method