Global ETD Search

Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.

Results

Showing 1 to 20 of 32 for “"Framed Structures"”.

  1. Finite element nonlinear stability analysis of framed structures

    … of elastic-plastic stability problems in frame structures is addressed. The necessary models, solution procedure and geometric algorithm used for nonlinear stability analysis of frames are presented. An available finite element code, NOSTRUM, which had the basic algorithms necessary to carry out …

    cape-town Repository record for Finite element nonlinear stability analysis of framed structures (opens in a new tab)

  2. The behaviour of modern flexible framed structures undergoing differential settlement

    … external partitions and facades. These modern framed structures are more flexible than older conventional buildings with load bearing walls and are less susceptible to differential settlement damage. The use of conventional guidelines for differential settlement on modern flexible framed

    soton Repository record for The behaviour of modern flexible framed structures undergoing differential settlement (opens in a new tab)

  3. A General Formulation for the Optimum Design of Framed Structures

    Made available in DSpace on 2014-12-10T22:21:31Z (GMT). No. of bitstreams: 1 7114863.pdf: 2369093 bytes, checksum: e0cdd350d2f490d1272b5bc2a2624eae (MD5) Previous issue date: 1970

    uiuc Repository record for A General Formulation for the Optimum Design of Framed Structures (opens in a new tab)

  4. Modal Analysis of Multistory Framed Structures Subjected to Earthquake Effects

    Made available in DSpace on 2014-12-08T23:56:32Z (GMT). No. of bitstreams: 1 6607722.pdf: 4412833 bytes, checksum: d25596956840d371524ac4708e54b09a (MD5) Previous issue date: 1966

    uiuc Repository record for Modal Analysis of Multistory Framed Structures Subjected to Earthquake Effects (opens in a new tab)

  5. Non-Linear Response of Framed Structures to Two-Dimensional Earthquake Motion

    Made available in DSpace on 2014-12-10T22:22:17Z (GMT). No. of bitstreams: 1 7511612.pdf: 4219629 bytes, checksum: 78b205de77b4279df366acaed028e55a (MD5) Previous issue date: 1974

    uiuc Repository record for Non-Linear Response of Framed Structures to Two-Dimensional Earthquake Motion (opens in a new tab)

  6. Experimental and theoretical evaluation of progressive collapse capacity of reinforced concrete framed structures

    … vehicle impact and design errors. The design of structures against progressive collapse has not been an integral part of structural design. It is difficult to predict the structural behaviour of building members during progressive collapse because of the dynamic nature of the event and the …

    salford Repository record for Experimental and theoretical evaluation of progressive collapse capacity of reinforced concrete framed structures (opens in a new tab)

  7. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures

    Light-framed wood structures generally have satisfied the life safety objective of the current seismic design approach. The main source of energy dissipation in such structures is the inelastic behavior of the connectors connecting framing and sheathing elements. Wood framed structures when …

    vt Repository record for Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures (opens in a new tab)

  8. A Network-Topological Formulation of the Analysis and Design of Rigid-Plastic Framed Structures

    Made available in DSpace on 2014-12-08T23:57:12Z (GMT). No. of bitstreams: 1 6910712.pdf: 3719419 bytes, checksum: 8037ecf372c46b19f2e9c434171e603f (MD5) Previous issue date: 1968

    uiuc Repository record for A Network-Topological Formulation of the Analysis and Design of Rigid-Plastic Framed Structures (opens in a new tab)

  9. Optimal design of nonlinear framed structures under multiple loading conditions based on a stability criterion

    … improving the strength and overall stability of framed structures. The design methodology is a multiple-objective optimization procedure whose objective functions involve the buckling eigenvalues and eigenvectors of the structure. Designs are constrained to have constant weight. An iterative …

    uiuc Repository record for Optimal design of nonlinear framed structures under multiple loading conditions based on a stability criterion (opens in a new tab)

  10. The influence of structural details, geotechnical factors and environs on the seismic response of framed structures.

    … around the globe directly affect all ranges of structures, from complex and expensive ‘skyscrapers’ to simple frame structures, the latter making up a higher proportion of the number of structures affected as they are a much more common type of structure. The impact of a seismic event can be …

    dundee Repository record for The influence of structural details, geotechnical factors and environs on the seismic response of framed structures. (opens in a new tab)

  11. Development, Analysis and Testing of a Hybrid Passive Control Device for Seismic Protection of Framed Structures

    … half-scale HPCD specimen was carried out in the Structures and Materials Research Laboratory at Virginia Tech. The prototype was tested under cyclic and static loads. The experimental tests confirmed the potential of the hybrid device while highlighting minor issues with the design of the …

    vt Repository record for Development, Analysis and Testing of a Hybrid Passive Control Device for Seismic Protection of Framed Structures (opens in a new tab)

  12. Um algoritmo de ordem superior para a integração direta das equações da dinâmica estrutural

    … is accomplished by the Finite Element Method and framed structures including geometric nonlinearities are analysed. Examples are presented and some results are compared with known solutions.

    brazil-uerj Repository record for Um algoritmo de ordem superior para a integração direta das equações da dinâmica estrutural (opens in a new tab)

  13. Um método interativo para análise de não-linearidade geométrica em estruturas reticulares

    … determine the buckling loads of plane and space framed structures taking into account non-linear behavior. Two effects are included in the analysis: the axial forces on the member stiffness matrix and the changes of geometry caused by large displacements. A computer program writed in FORTRAN II …

    brazil-uerj Repository record for Um método interativo para análise de não-linearidade geométrica em estruturas reticulares (opens in a new tab)

  14. Confiabilidade de estruturas reticuladas em ambientes de processamento paralelo

    … used to asses the nominal failure probability of framed structures. A elast-plastic limit state function to structural elements and specialists methods were used for this purpose. A method to identify the most likely failure modes was developed. The software was implemented in a parallel computer …

    brazil-uerj Repository record for Confiabilidade de estruturas reticuladas em ambientes de processamento paralelo (opens in a new tab)

  15. Análise não-linear geométrica de pórticos tridimensionais pelo Método dos Elementos Finitos

    … the geometrically nonlinear behaviour of framed structures. Two consistent formulations of three-dimensional beam element are presented. In the first one, the element is straight with constant cross section and the displacements are interpolated by the usual beam functions. In the other …

    brazil-uerj Repository record for Análise não-linear geométrica de pórticos tridimensionais pelo Método dos Elementos Finitos (opens in a new tab)

  16. Resposta dinâmica de estruturas reticuladas a cargas móveis, pelo método dos elementos finitos

    Studies the dynamic behavior of framed structures under moving loads by means of the finite element method. Three different types of loadings are idealized and impact factors determined for them, being developed computer programs for dynamic analysis of beams and plane frames. The structure-loading …

    brazil-uerj Repository record for Resposta dinâmica de estruturas reticuladas a cargas móveis, pelo método dos elementos finitos (opens in a new tab)

  17. Instabilidade de estruturas metálicas planas compostas de perfis de chapa dobrada

    … to the analysis of plane trussed and/or framed structures constitued by cold-formed steel members of stiffned "U" shaped cross section is presented in this work. The structural behaviour is analyzed by means of a geometric nonlinear finit element model which takes also into account an …

    brazil-uerj Repository record for Instabilidade de estruturas metálicas planas compostas de perfis de chapa dobrada (opens in a new tab)

  18. Análise de estruturas reticuladas pelo método das matrizes de transferência

    … automatic programs, in FORTRAN, turned over the framed structures frequently used in civil construction. They were developed for an IBM 1130, 8K, internal memory computer and permit to analyse simple or associated frames of one floor, in the plane or in space, continous beams and beams on …

    brazil-uerj Repository record for Análise de estruturas reticuladas pelo método das matrizes de transferência (opens in a new tab)

  19. Análise de estruturas marítimas e sistemas flexíveis constituídos por cabos

    … a procedure to nonlinear analysis of marine structures with cable arrays, by using the finite element method. A catenary cable element is employed. A computer program has been developed, using FORTRAN language and implemented in the system Burroughs B6700. This program allows statics …

    brazil-uerj Repository record for Análise de estruturas marítimas e sistemas flexíveis constituídos por cabos (opens in a new tab)

Page 1 of 2