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 370
... indeterminate structures . The analysis of these structures requires a mathematical model that incorporates both structural deformation and equilibrium considerations ... Indeterminate Structures Statically Indeterminate Structures.
... indeterminate structures . The analysis of these structures requires a mathematical model that incorporates both structural deformation and equilibrium considerations ... Indeterminate Structures Statically Indeterminate Structures.
Page 383
... indeterminate structure . A very similar approach is used in the method of consistent de- formation , but a significant difference in the method makes it more general in application . As in the superposition method of analysis , a ...
... indeterminate structure . A very similar approach is used in the method of consistent de- formation , but a significant difference in the method makes it more general in application . As in the superposition method of analysis , a ...
Page 416
... indeterminate structures . The discussion in this section is limited to structures with prismatic members and having stress - strain relations for ... Indeterminate Structures Analysis of Indeterminate Structures with Nonlinear Materials.
... indeterminate structures . The discussion in this section is limited to structures with prismatic members and having stress - strain relations for ... Indeterminate Structures Analysis of Indeterminate Structures with Nonlinear Materials.
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