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 271
... integration step in the in- ternal work calculation . The moment and the curvature diagrams must be constructed ... integration of the product of two such defined diagrams over the same length must also be uniquely defined in terms of ...
... integration step in the in- ternal work calculation . The moment and the curvature diagrams must be constructed ... integration of the product of two such defined diagrams over the same length must also be uniquely defined in terms of ...
Page 332
... integration . For many applications , the error of numerical integration is sufficiently small so as to be of no practical significance . Computer pro- grams for structural analysis that incorporate nonprismatic members also use some ...
... integration . For many applications , the error of numerical integration is sufficiently small so as to be of no practical significance . Computer pro- grams for structural analysis that incorporate nonprismatic members also use some ...
Page 334
... integration . Additional information and other numerical integration expressions appear in Reference 19 . The accuracy of these numerical integration formulas is somewhat relat- ed to the fact that exact results are produced by ...
... integration . Additional information and other numerical integration expressions appear in Reference 19 . The accuracy of these numerical integration formulas is somewhat relat- ed to the fact that exact results are produced by ...
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