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Showing 1 to 17 of 17 for “"Linear static analysis"”.

  1. Solution methods for dynamic and non-linear finite element analysis

    The computer analysis of structures and solids using finite element methods has now taken on very significant proportions. In many cases the safety of a structure may be significantly increased and its cost reduced if an appropriate finite element analysis can be and is performed. In the …

    cape-town Repository record for Solution methods for dynamic and non-linear finite element analysis (opens in a new tab)

  2. Um sistema computacional para a verificação de componentes estruturais de plataformas marítimas

    … for computational systems on engineering analysis and design, as well as the related database organization, are commented. The application of the developed procedures on to the output obtained from a linear static analysis of a typical fixed offshore steel platform is presented and an …

    brazil-uerj Repository record for Um sistema computacional para a verificação de componentes estruturais de plataformas marítimas (opens in a new tab)

  3. Análise linear de estruturas planas com elementos de paredes delgadas

    This work consists in the linear static analysis of plane structures composed of thin-walled prismatic members. A computer program for design use was developed. The warping of the cross section is considered as a new degree-of-freedom and the corresponding action is the bimoment. Considering this …

    brazil-uerj Repository record for Análise linear de estruturas planas com elementos de paredes delgadas (opens in a new tab)

  4. Spatial distribution of dynamic amplification in progressive collapse analysis of building frames

    … use Dynamic Application factor is to design and analysis the building and structures more efficient under the progressive collapse where one can only use only the Linear Static Analysis and times the results by the DAF instead of using more complex Linear Dynamic Analysis. It is suggested in the …

    mit Repository record for Spatial distribution of dynamic amplification in progressive collapse analysis of building frames (opens in a new tab)

  5. Análise global-local de "risers" flexíveis

    An unified numerical tool for a global-local analysis of the structure mechanical behaviour of multi-layered flexible risers intended for offshore oil explotation is presented. A quasi-static geometric nonlinear analysis of the planar behaviour of these componentes is carried out for operational …

    brazil-uerj Repository record for Análise global-local de "risers" flexíveis (opens in a new tab)

  6. Physics-Optimized Design of 3D Shapes with Part-Based Control

    … physics simulation pipeline that performs linear static analysis to optimize for user-specified objectives, leveraging learned geometry priors. Our part-based formulation with finite element method is highly customizable, allowing for user-defined per-part materials, loads, and boundary …

    mit Repository record for Physics-Optimized Design of 3D Shapes with Part-Based Control (opens in a new tab)

  7. Verification and evaluation of structural analysis and design software

    … accuracy of the Intergraph MicasPlus structural analysis and design software and to evaluate its functionality. The components of MicasPlus to be considered in the study include linear static analysis and steel design and code checking in accordance with the AISC Allowable Stress Design …

    vt Repository record for Verification and evaluation of structural analysis and design software (opens in a new tab)

  8. Evaluation of software for analysis and design of reinforced concrete structures

    A study was performed to compare the linear static analysis and concrete design capabilities of two structural analysis and design programs - MicasPlus and STAAD III. Four structures were considered including a four span continuous beam, a two story 3-D frame, a seven story 3-D frame, and a …

    vt Repository record for Evaluation of software for analysis and design of reinforced concrete structures (opens in a new tab)

  9. Structural Design and Analysis of a Kinematic Mechanism for a Morphing Hyper-Elliptic Cambered Span (HECS) Wing

    … wing segments move into their desired positions. Linear aerodynamic theory is applied to the HECS wing configuration at certain morphed positions in order to predict the aerodynamic loads. This work performs a linear static analysis of the mechanism at different morphed positions. A finite element …

    vt Repository record for Structural Design and Analysis of a Kinematic Mechanism for a Morphing Hyper-Elliptic Cambered Span (HECS) Wing (opens in a new tab)

  10. Parametric analysis of resilient design of steel truss bridges

    … circumstances. These methods are both based on linear static analysis procedures. A series of 2D truss bridge models with varying parameters have been analyzed for their performance in damaged states. The damage incurred by the bridges include the removal of a pier and the removal of bridge …

    mit Repository record for Parametric analysis of resilient design of steel truss bridges (opens in a new tab)

  11. Development and Applications of a Flat Triangular Element for Thin Laminated Shells

    Finite element analysis of laminated shells using a three-noded flat triangular shell element is presented. The flat shell element is obtained by combining the Discrete Kirchhoff Theory (DKT) plate bending element and a membrane element similar to the Allman element, but derived from the Linear

    vt Repository record for Development and Applications of a Flat Triangular Element for Thin Laminated Shells (opens in a new tab)

  12. Improved seismic analysis of unreinforced masonry buildings with flexible diaphragms

    … with rigid diaphragms. As a result, the seismic analysis methods developed for buildings with rigid diaphragms, as well as our basic understanding of the dynamic behaviours of buildings under earthquake excitations, cannot be applied directly for buildings with flexible diaphragms. This thesis …

    adelaide Repository record for Improved seismic analysis of unreinforced masonry buildings with flexible diaphragms (opens in a new tab)

  13. An effective overlapping finite element method : the method of finite spheres for three-dimensional linear elasticity problems

    … complex domains, severe element distortion in nonlinear analysis with large strain effects, and modeling problems involving discontinuities and singularities which require mesh alignment and refinement. Substantial research efforts have been focused on addressing these issues, resulting in the …

    mit Repository record for An effective overlapping finite element method : the method of finite spheres for three-dimensional linear elasticity problems (opens in a new tab)

  14. Development of a novel cell traction force transducer based on cholesteryl ester liquid crystals. Characterisation, quantification and evaluation of a cholesteryl ester liquid crystal based single cell force transducer system.

    … cell traction forces (CTF) due to their non-linear viscous behaviour under shear rates. A newly developed cell traction force transducer system based on cholesteryl ester lyotropic liquid crystals (LCTFT) was developed to sense localised traction forces of human keratinocyte cell lines …

    bradford Repository record for Development of a novel cell traction force transducer based on cholesteryl ester liquid crystals. Characterisation, quantification and evaluation of a cholesteryl ester liquid crystal based single cell force transducer system. (opens in a new tab)

  15. Refined theories and Discontinuous Galerkin methods for the analysis of multilayered composite structures

    … damage effects. One of the key aspects of the analysis of composite structures is the accurate prediction of the stress field; it can be obtained employing several numerical methods that can provide very detailed results at an high computational cost. This approach is well suited for small …

    poli-torino Repository record for Refined theories and Discontinuous Galerkin methods for the analysis of multilayered composite structures (opens in a new tab)

  16. Alternate Load Paths and Retrofits for Long-span Truss Bridges under Sudden Member Loss and Blast Loads

    … indicators: demand to capacity ratio (DCR) for linear elastic analysis and strain ratio (SR) for nonlinear dynamic analysis. Based on the possible failure modes and failure scenarios after sudden critical member loss, performance-based retrofit criteria and recommendations for 3-D ALP retrofits …

    cuny Repository record for Alternate Load Paths and Retrofits for Long-span Truss Bridges under Sudden Member Loss and Blast Loads (opens in a new tab)