A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Deflected form of structure is assumed, satisfying boundary conditions; curvatures corresponding to this deflected form are calculated by double differentiation; bending moment at any section of structure determined as product of calculated curvature and flexural rigidity; flexural rigidity can be determined at each section, and this gives design of structure; requirements of strength and stiffness can be satisfied simultaneously; elastic design first dealt with; how simplifications can be made by plastic design.
Deflected form of structure is assumed, satisfying boundary conditions; curvatures corresponding to this deflected form are calculated by double differentiation; bending moment at any section of structure determined as product of calculated curvature and flexural rigidity; flexural rigidity can be determined at each section, and this gives design of structure; requirements of strength and stiffness can be satisfied simultaneously; elastic design first dealt with; how simplifications can be made by plastic design.
Inverse design of beams and grillages
Instn Civ Engrs -- Proc
Heyman, J. (author)
1959
14 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Reinforced-concrete girder grillages
| Engineering Index Backfile | 1928
Shock-resistant Design of Steel Grillages
| British Library Online Contents | 2001
Cause of deformations of high grillages
| Online Contents | 1980
Static analysis of structural grillages made of steel reciprocal beams
| Elsevier | 2023