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Showing 1 to 20 of 26 for “"Beam-Columns"”.

  1. Creep Buckling of Beam-Columns

    Dewhirst, Donald LynnUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-04T23:11:04Z (GMT). No. of bitstreams: 1 6200586.pdf: 2060319 bytes, checksum: feea5973f62dfacdd0059cc3588552da (MD5) Previous issue date: 1961

    uiuc Repository record

  2. Analysis of nonlinear beam-columns

    Shiflett, Ronald BoydVirginia Polytechnic Institute and State University1977

    vt Repository record

  3. Theoretical analysis of biaxially loaded beam-columns.

    Scott, Thomas LawrenceUniversity of Windsor1967

    windsor Repository record

  4. Inelastic Lateral-Torsional Buckling of Beam-Columns

    Nowacki, Clarence RaymondUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-08T23:56:24Z (GMT). No. of bitstreams: 1 6511844.pdf: 2617610 bytes, checksum: 655412831b310d6219b7e6ee9a3b82a3 (MD5) Previous issue date: 1965

    uiuc Repository record

  5. Reliability-Based Design Optimization of Nonlinear Beam-Columns

    Li, ZhongweiVirginia Tech2018

    … the ultimate strength analysis of nonlinear beam-columns under axial compression, the sensitivity of the ultimate strength, structural optimization and reliability analysis using ultimate strength analysis, and Reliability-Based Design Optimization (RBDO) of the nonlinear beam-columns. The …

    vt Repository record

  6. Strength of beam-columns in flexibly connected steel frames.

    Davison, John BuickUniversity of Sheffield1987

    … to in-plane moments on the performance of steel columns and complete frames. The principal objective of the tests was to provide experimental data against Which sophisticated computer analysis programs may be verified. Details of the experimental study of 22 joint tests, eight column …

    whiterose Repository record

  7. The Behavior of Beam-Columns in The Inelastic Range

    Muvdi, Bichara BicharaUniversity of Illinois at Urbana-Champaign2014

    Made available in DSpace on 2014-12-04T23:11:03Z (GMT). No. of bitstreams: 1 6101651.pdf: 2791073 bytes, checksum: 583202252eee22014cb486216b5f62ec (MD5) Previous issue date: 1961

    uiuc Repository record

  8. Flexural Behavior of Carbon/Epoxy IsoTruss Reinforced-Concrete Beam-Columns

    Ferrell, Monica Joy2005

    … and failure) of IsoTruss®-reinforced concrete beam-columns for use in deep foundation pile applications. Four-point bending tests were performed in the laboratory on two instrumented carbon/epoxy IsoTruss® reinforced concrete piles (IRC piles) and two instrumented steel reinforced concrete …

    byu Repository record

  9. Nonlinear inelastic analysis of concrete-filled steel tubular slender beam-columns

    Patel, Vipulkumar IshvarbhaiVictoria University2013

    … concrete-filled steel tubular (CFST) slender beam-columns may undergo local and global buckling when subjected to biaxial loads, preloads or cyclic loading. The local buckling effects of steel tube walls under stress gradients have not been considered in existing numerical models for CFST …

    vu-aus Repository record

  10. A Fiber-Based Approach for Modeling Beam-Columns under Fire Loading

    Jeffers, Ann E.Virginia Tech2009

    … mechanical response, a flexibility-based fiber beam-column element is used. The element presented here extends the formulation of Taucer et al. (1991) to include thermal effects, geometric nonlinearities, and residual stresses. Both fiber elements are implemented in ABAQUS (2007) using the …

    vt Repository record

  11. Development of an interactive design and analysis program for steel beam-columns.

    Srna, PetrCarleton University1995

    carleton Repository record

  12. Scaling effects in the static and dynamic response of graphite- epoxy beam-columns

    Jackson, Karen E.Virginia Tech1990

    … deflection response and failure of composite beams. Scale model beams were loaded with an eccentric axial compressive load designed to produce large bending deflections and global failure.

    vt Repository record

  13. A Modified AISC P -M Interaction Curve for Square Concrete Filled Tube Beam -Columns

    Choi, Young-HwanUniversity of Illinois at Urbana-Champaign2015

    Concrete filled tube (CFT) columns have been in the spotlight over the world for the last decades due to their excellent performance. Although CFT members have many advantages over other structural systems, they have not been widely used in the U.S., mainly because of the lack of knowledge about …

    uiuc Repository record

  14. Effect of Stress-Strain Characteristics of High-Strength Reinforcement Onthe Behavior of Reinforced Concrete Beam-Columns

    Abbasi, A.F.University of Illinois at Urbana-Champaign2015

    Made available in DSpace on 2015-05-12T21:40:31Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 7013227.PDF: 217117 bytes, checksum: f827df84ee73978f55e6a3d131f4434a (MD5) Previous issue date: 1969

    uiuc Repository record

  15. Moment-curvature relationships in reinforced concrete

    Prasad, M. N. NagendraVirginia Tech1993

    … and softening of concrete in reinforced concrete beams and beam-columns. Analytical models of beams and beam-columns are prepared and the results compared to experimental results previously conducted by Berwanger et al. (1960) A layered model of the beams is developed and strains and stresses at …

    vt Repository record

  16. Colunas de concreto armado solicitadas por cargas axiais excêntricas

    Yamagata, NobuoUniversidade Federal do Rio de Janeiro1973

    In this thesis we analyse the behavior of beam-columns with circular or annular cross sections under eccentric longitudinal load. The influence of the changes in shape of the elastic and the non-linearity of the stress-strain curves for both concrete and reinforcement steel is considered through …

    brazil-uerj Repository record

  17. Bio-mimicry of a Leopard Tortoise’ Shoulder Girdle in Space Frame Design of an Ambulance Body

    Matiko, Sarah A.

    … configurations of the patient compartment’s beam-columns. The geometrical features are then integrated with the design specifications of the selected baseline vehicle, Polaris Ranger 6×6 as well as the physical requirements of the patient compartment from an ASTM document (American Society of …

    embry-riddle Repository record

  18. Structural Behaviour of Concrete Filled Steel Tubes With High Strength Materials.

    XIONG DEXIN2012

    … (HSS), stub concrete filled steel tube (CFST) columns, CFST beams, and slender CFST beam-columns. For evaluation, test results were compared with Eurocode 4 predictions. It was found that ultra-high resistance could be achieved. Therefore, they are most suitable to be applied in high-rise …

    nus Repository record

  19. Experimental database, analysis and design of noncompact and slender concrete-filled steel tube (CFT) members

    Lai, Zhichao

    <p>Concrete-filled steel tube beam-columns are categorized as compact, noncompact or slender depending on the governing tube slenderness ratio. AISC 360-10 specifies the provisions for designing noncompact and slender rectangular and circular CFT members under axial compression, flexure, and …

    purdue-thes Repository record

  20. In-Situ Testing of a Carbon/Epoxy IsoTruss Reinforced Concrete Foundation Pile

    Richardson, Sarah2006

    … performance of IsoTruss®-reinforced concrete beam columns for use in driven piles. Experimental investigation included one instrumented carbon/epoxy IsoTruss®-reinforced concrete pile (IRC pile) and one instrumented steel-reinforced concrete pile (SRC pile) which were driven into a clay …

    byu Repository record

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