Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Abstract As was done in this chapter for beams, a kinematic analysis is necessary to calculate reactions of a statically indeterminate truss. This chapter will present the Williot-Mohr method of calculating nodal displacements. Initially kinematic analyses of statically determinate trusses will be presented. The Williot-Mohr method establishes the final displacement of all the nodes, not just a single node’s X or Y movement as is done with Virtual Work, and the Unit Load Method.
Abstract As was done in this chapter for beams, a kinematic analysis is necessary to calculate reactions of a statically indeterminate truss. This chapter will present the Williot-Mohr method of calculating nodal displacements. Initially kinematic analyses of statically determinate trusses will be presented. The Williot-Mohr method establishes the final displacement of all the nodes, not just a single node’s X or Y movement as is done with Virtual Work, and the Unit Load Method.
Indeterminate Truss Analysis
Saliklis, Edmond (Autor:in)
Structures: A Geometric Approach ; 249-290
08.11.2018
42 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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