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 250
... deformation system is zero . The remaining component of the deformation system is a set of displace- ments and rotations that arise directly from the actual deformations of the body . There is net external work done by the forces and ...
... deformation system is zero . The remaining component of the deformation system is a set of displace- ments and rotations that arise directly from the actual deformations of the body . There is net external work done by the forces and ...
Page 370
... deformation and equilibrium considerations . Statically indeterminate structures are very common and have many de- sirable behavioral properties . In this chapter procedures are presented whereby statically indeterminate structures can ...
... deformation and equilibrium considerations . Statically indeterminate structures are very common and have many de- sirable behavioral properties . In this chapter procedures are presented whereby statically indeterminate structures can ...
Page 383
... deformations of the indeterminate structure when the unknown redundant force ( s ) or moment ( s ) acting at the point ( s ) of restraint release attain the value ( s ) that restore the deformation continuity . To introduce this method ...
... deformations of the indeterminate structure when the unknown redundant force ( s ) or moment ( s ) acting at the point ( s ) of restraint release attain the value ( s ) that restore the deformation continuity . To introduce this method ...
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