Author: Vsevolod Nicolsky
Publisher:
ISBN:
Category :
Languages : fr
Pages : 55
Book Description
Recherches des contraintes dans les poutres de hauteur variable
Author: Vsevolod Nicolsky
Publisher:
ISBN:
Category :
Languages : fr
Pages : 55
Book Description
Publisher:
ISBN:
Category :
Languages : fr
Pages : 55
Book Description
Recherche des contraintes dans les poutres de hauteur variable
Author: Vsévolod A. Nicolsky
Publisher:
ISBN:
Category : Girders
Languages : fr
Pages : 78
Book Description
Publisher:
ISBN:
Category : Girders
Languages : fr
Pages : 78
Book Description
Mémoires sur la mécanique des fluides
Author:
Publisher:
ISBN:
Category : Fluid dynamics
Languages : en
Pages : 508
Book Description
Publisher:
ISBN:
Category : Fluid dynamics
Languages : en
Pages : 508
Book Description
RESISTANCE A L'EFFORT TRANCHANT DES POUTRES DE HAUTEUR VARIABLE (EFFET RESAL)
Author: J. N.. REIMERINGER
Publisher:
ISBN:
Category :
Languages : fr
Pages :
Book Description
ETUDE THEORIQUE ET EXPERIMENTALE DE L'INFLUENCE DE LA VARIATION DE HAUTEUR SUR LA RESISTANCE A L'EFFORT TRANCHANT DES POUTRES. LA PARTIE THEORIQUE CONSISTE EN LA DETERMINATION DE L'ETAT DES CONTRAINTES PAR UNE ANALYSE NUMERIQUE (METHODES DES EQUIVALENCES ET DES ELEMENTS FINIS) ET L'ELABORATION D'UN CALCUL SIMPLIFIE. L'ETUDE EXPERIMENTALE EST REALISEE SUR UN MODELE EN BETON PRECONTRAINT ET DEUX MODELES REDUITS EN MICROBETON ET EN POLYVINYLE RIGIDE. LES CORPS D'EPREUVE SONT COMPOSES DE POUTRES EN DOUBLE T.
Publisher:
ISBN:
Category :
Languages : fr
Pages :
Book Description
ETUDE THEORIQUE ET EXPERIMENTALE DE L'INFLUENCE DE LA VARIATION DE HAUTEUR SUR LA RESISTANCE A L'EFFORT TRANCHANT DES POUTRES. LA PARTIE THEORIQUE CONSISTE EN LA DETERMINATION DE L'ETAT DES CONTRAINTES PAR UNE ANALYSE NUMERIQUE (METHODES DES EQUIVALENCES ET DES ELEMENTS FINIS) ET L'ELABORATION D'UN CALCUL SIMPLIFIE. L'ETUDE EXPERIMENTALE EST REALISEE SUR UN MODELE EN BETON PRECONTRAINT ET DEUX MODELES REDUITS EN MICROBETON ET EN POLYVINYLE RIGIDE. LES CORPS D'EPREUVE SONT COMPOSES DE POUTRES EN DOUBLE T.
Journal of the Royal Aeronautical Society
Author:
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 1220
Book Description
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 1220
Book Description
Aeronautical Digest
Author:
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 654
Book Description
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 654
Book Description
Classed Subject Catalog
Author: Engineering Societies Library
Publisher:
ISBN:
Category : Classified catalogs (Universal decimal)
Languages : en
Pages : 918
Book Description
Publisher:
ISBN:
Category : Classified catalogs (Universal decimal)
Languages : en
Pages : 918
Book Description
The Journal of the Royal Aeronautical Society
Author:
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 598
Book Description
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 598
Book Description
Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces
Author: Walter Kaufmann
Publisher: Birkhäuser
ISBN: 3034876122
Category : Technology & Engineering
Languages : en
Pages : 159
Book Description
The present doctoral thesis was developed within the framework of the research project "Deformation Capacity of Structural Concrete". This project aims at developing a consistent and experimentally verified theory of the deformation capacity of structural concrete. Previous work included the development of a theoretical model, the so-called Tension Chord Model, which allows a comprehensive description of the load-deforma tion behaviour of tension members in non-prestressed and prestressed concrete struc tures. The present work focuses on a new theoretical model, the so-called Cracked Mem brane Model. For members subjected to in-plane forces this new model combines the ba sic concepts of the modified compression field theory and the tension chord model. Crack spacings and tension stiffening effects in cracked membranes are determined from first principles and the link to plasticity theory methods is maintained since equilibrium conditions are formulated in terms of stresses at the cracks rather than average stresses between the cracks. The research project "Deformation Capacity of Structural Concrete" has been funded by the Swiss National Science Foundation and the Association of the Swiss Cement Pro ducers. This support is gratefully acknowledged. Zurich, July 1998 Prof. Dr. Peter Marti Abstract This thesis aims at contributing to a better understanding of the load-carrying and defor mational behaviour of structural concrete subjected to in-plane shear and normal forces.
Publisher: Birkhäuser
ISBN: 3034876122
Category : Technology & Engineering
Languages : en
Pages : 159
Book Description
The present doctoral thesis was developed within the framework of the research project "Deformation Capacity of Structural Concrete". This project aims at developing a consistent and experimentally verified theory of the deformation capacity of structural concrete. Previous work included the development of a theoretical model, the so-called Tension Chord Model, which allows a comprehensive description of the load-deforma tion behaviour of tension members in non-prestressed and prestressed concrete struc tures. The present work focuses on a new theoretical model, the so-called Cracked Mem brane Model. For members subjected to in-plane forces this new model combines the ba sic concepts of the modified compression field theory and the tension chord model. Crack spacings and tension stiffening effects in cracked membranes are determined from first principles and the link to plasticity theory methods is maintained since equilibrium conditions are formulated in terms of stresses at the cracks rather than average stresses between the cracks. The research project "Deformation Capacity of Structural Concrete" has been funded by the Swiss National Science Foundation and the Association of the Swiss Cement Pro ducers. This support is gratefully acknowledged. Zurich, July 1998 Prof. Dr. Peter Marti Abstract This thesis aims at contributing to a better understanding of the load-carrying and defor mational behaviour of structural concrete subjected to in-plane shear and normal forces.
Aero Digest
Author:
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 934
Book Description
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 934
Book Description