Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Nonlinear analysis of elastic framed structures
Consistent formulation for geometrically nonlinear behavior of linear elastic rigid framed structures is developed and equations for solution procedures of successive substitution and of Newton-Raphson are derived; linearized incremental loading procedure and stability analysis are described; formulation is applied to two structures and comparison studies illustrating effect of load increment size and convergence tolerance on total computational effort are included.
Nonlinear analysis of elastic framed structures
Consistent formulation for geometrically nonlinear behavior of linear elastic rigid framed structures is developed and equations for solution procedures of successive substitution and of Newton-Raphson are derived; linearized incremental loading procedure and stability analysis are described; formulation is applied to two structures and comparison studies illustrating effect of load increment size and convergence tolerance on total computational effort are included.
Nonlinear analysis of elastic framed structures
ASCE -- Proc (J Structural Div)
Connor, Jr., J.J. (Autor:in) / Logcher, R.D. (Autor:in) / Chan, S.C. (Autor:in)
1968
23 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Optimum design of nonlinear elastic framed domes
British Library Conference Proceedings | 1998
|Optimum Design of Nonlinear Elastic Framed Domes
British Library Conference Proceedings | 1995
|Static analysis of framed structures founded on elastic media
British Library Conference Proceedings | 1997
|Engineering Index Backfile | 1885
|On estimation of deflexions in elastic-plastic framed structures
Engineering Index Backfile | 1961
|