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Elementary theory of structures

Por: Tipo de material: TextoTextoDetalles de publicación: New Jersey : Prentice-Hall, 1970.Descripción: 432 pTema(s):
Contenidos:
Introduction;Stablity and determinacy of structures;Statically determinate beams;Statically determinate trusses;Statically determinate rigid frames and composite structures;Influence lines for statically determinate structures;Moving concentrated loads: criteria for maxima;Elastic deformations of structures;Analysis of statically indeterminate structures by the method of consistent deformations;Analysis of statically indeterminate structures by the method of least work;Influence lines for statically indeterminate structures;Analysis of statically indeterminate beams and rigid frames by the slope-deflection method;An introduction to moment distribution: moment distribution wthout joint traslation;Moment distribution with joint translations;Analysis of statically indeterminate beams and rigid frames composed of nonprismatic members;Matrix algebra for structural engineers;Matrix analysis of structures by the finite element method. Part. I : the force method;Matrix analysis of structures by the finite element method. Part. II : the displacement method
Tipo de ítem: Libro
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Introduction;Stablity and determinacy of structures;Statically determinate beams;Statically determinate trusses;Statically determinate rigid frames and composite structures;Influence lines for statically determinate structures;Moving concentrated loads: criteria for maxima;Elastic deformations of structures;Analysis of statically indeterminate structures by the method of consistent deformations;Analysis of statically indeterminate structures by the method of least work;Influence lines for statically indeterminate structures;Analysis of statically indeterminate beams and rigid frames by the slope-deflection method;An introduction to moment distribution: moment distribution wthout joint traslation;Moment distribution with joint translations;Analysis of statically indeterminate beams and rigid frames composed of nonprismatic members;Matrix algebra for structural engineers;Matrix analysis of structures by the finite element method. Part. I : the force method;Matrix analysis of structures by the finite element method. Part. II : the displacement method

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