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. |
From inside the book
Results 1-3 of 44
Page 26
... stress - strain relation to the stresses in the member arising from internal force or moment actions . For members that are long in re- lation to their width and depth , the elastic stress - strain relation reduces to the relation ...
... stress - strain relation to the stresses in the member arising from internal force or moment actions . For members that are long in re- lation to their width and depth , the elastic stress - strain relation reduces to the relation ...
Page 340
... stress - strain relation for materials has previously been limited to the simple linear relation σ = Eɛ . A variety of nonlinear stress - strain relations are observed in materials , and typical idealizations of them are shown in Fig ...
... stress - strain relation for materials has previously been limited to the simple linear relation σ = Eɛ . A variety of nonlinear stress - strain relations are observed in materials , and typical idealizations of them are shown in Fig ...
Page 342
... relation shown in Fig . 9.2c . The relation is presented in the nondimensional form as σ = ε / επ σo [ 1+ ( ε / E ) ... strain in terms of stress and has the form ε = σ / σο ε [ 1- ( 0/0 ) " ] 1 / " ( 9.8 ) In these equations σ represents the ...
... relation shown in Fig . 9.2c . The relation is presented in the nondimensional form as σ = ε / επ σo [ 1+ ( ε / E ) ... strain in terms of stress and has the form ε = σ / σο ε [ 1- ( 0/0 ) " ] 1 / " ( 9.8 ) In these equations σ represents 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