Author: Cheng-Shung LinPublisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 180
Book Description
Nonlinear Analysis of Reinforced Concrete Slabs and Shells
Author: Cheng-Shung LinPublisher:
ISBN:
Category : Concrete slabs
Languages : en
Pages : 180
Book Description
Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time-dependent Effects
Author: Ahmad Fazlul KabirPublisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 500
Book Description
Nonlinear Analysis of Reinforced Concrete Shells
Author: Maria Anna PolakPublisher:
ISBN: 9780772775788
Category : Shells, Concrete
Languages : en
Pages : 390
Book Description
Nonlinear Analysis of Reinforced Concrete Shells
Author: William Courtney SchnobrichPublisher:
ISBN:
Category : Shells, Concrete
Languages : en
Pages : 24
Book Description
A Layered Finite Element Nonlinear Analysis of Reinforced Concrete Plates and Shells
Author: F. R. HandPublisher:
ISBN:
Category : Strength of materials
Languages : en
Pages : 160
Book Description
Nonlinear Analysis of Reinforced Concrete Structures Using Three Dimensional and Shell Finite Element Models
Author: Miguel CerveraPublisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages :
Book Description
Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced Concrete Shells with Edge Beams
Author: Esmond Chi-Yiu ChanPublisher:
ISBN:
Category : Elastic analysis (Engineering)
Languages : en
Pages : 750
Book Description
Finite Element Procedures Applicable to Nonlinear Analysis of Reinforced Concrete Shell Structures
Author: G. M. StanleyPublisher:
ISBN:
Category :
Languages : en
Pages : 68
Book Description
The purpose of this report was to adapt earlier work in nonlinear shell-element methodology to the specific kinds of problems encountered in the analysis of critically-loaded reinforced concrete shell structures. The Continuum-Based nonlinear shell-element formulation for this shells was extended to thicker, layer-model types of shell structures. A resultant-type form of the basic equations was developed that is both appropriate for the treatment of thick, layered shells and leads to an efficient finite-element implementation as well. By eliminating most of the work associated with thickness integration, this approach should be effective when numerous layers and/or thickness integration points are required, as in the case of inelastically responding reinforced concrete. Pointwise constitutive relations for accurate through-thickness stress calculations are still employed though these are ultimately presented in the element computational routines in the form of resultants.
Author: Trevor Hrynyk
Author: Miguel Cervera Ruiz