Analysis and Behavior of StructuresOffering students a presentation of classical structural analysis, this text emphasizes the limitations required in creating mathematical models for analysis, including these used in computer programs. Students are encouraged to use hand methods of analysis to develop a feel for the behaviour of structures. |
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Page 383
Edwin C. Rossow. 10.4 Method of Consistent Deformations In the method of superposition a compatibility equation is established for each restraint of continuity of ... Method of Consistent Deformations Method of Consistent Deformations.
Edwin C. Rossow. 10.4 Method of Consistent Deformations In the method of superposition a compatibility equation is established for each restraint of continuity of ... Method of Consistent Deformations Method of Consistent Deformations.
Page 436
... method is based on a technique in which the dis- placements and rotations of a structure are obtained from a set of equations of equilibrium at the joints of the ... Method of Analysis Slope-Deflection Method Slope-Deflection Equations.
... method is based on a technique in which the dis- placements and rotations of a structure are obtained from a set of equations of equilibrium at the joints of the ... Method of Analysis Slope-Deflection Method Slope-Deflection Equations.
Page 477
... method of analysis is known as a displacement method of analysis . Both of these methods require the establishment and solution of a set of simultaneous equations . The moment distribution method provides a direct approach to the ...
... method of analysis is known as a displacement method of analysis . Both of these methods require the establishment and solution of a set of simultaneous equations . The moment distribution method provides a direct approach to the ...
Common terms and phrases
acting action analysis applied applied loads assumed assumptions axial force axis beam behavior bending calculation caused Chapter column components Compute condition constant continued create curvature defined deflection deformations developed direction displacement distribution Draw elastic end moments energy equal equations equilibrium equilibrium equations established Example expression Figure fixed force system frame free body function geometric gives hinge horizontal indeterminate structure influence line integration internal joint length limitations linear load magnitude material mathematical matrix maximum member forces ments method Note obtained occur plane positive presented principle Problem provides reaction relation relative rotation shear shown in Fig simple slope solution solve statically determinate STEP stiffness strain stresses structure symmetric Table tion truss unit load unknown vertical virtual yields zero ΕΙ