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Showing 1 to 20 of 53 for “"steel frames"”.

  1. Hybrid Steel Frames

    … This research introduces two new structural steel systems: hybrid Buckling Restrained Braced Frames (BRBF) and hybrid steel Moment Frames (MF). The "hybrid" term for the BRBF system comes from the use of different steel material including carbon steel (A36), high-performance steel (HPS) and …

    vt Repository record for Hybrid Steel Frames (opens in a new tab)

  2. Inelastic Stability of Rectangular Steel Frames

    Made available in DSpace on 2014-12-08T23:56:14Z (GMT). No. of bitstreams: 1 6500899.pdf: 4774893 bytes, checksum: 894696ffbe8457749fb798d93e39dbbf (MD5) Previous issue date: 1964

    uiuc Repository record for Inelastic Stability of Rectangular Steel Frames (opens in a new tab)

  3. Non-linear behavior of steel frames.

    Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1973. Ph.D.

    mit Repository record for Non-linear behavior of steel frames. (opens in a new tab)

  4. Minimum Weight of Plastically Designed Steel Frames

    Made available in DSpace on 2014-12-08T23:55:53Z (GMT). No. of bitstreams: 1 6403841.pdf: 3445728 bytes, checksum: d5936dfff707127990e189e4b9a9bebf (MD5) Previous issue date: 1963

    uiuc Repository record for Minimum Weight of Plastically Designed Steel Frames (opens in a new tab)

  5. Seismic behavior of semi-rigid steel frames

    … of alternatives for the construction of steel frames in seismic areas. Bolted semi-rigid connections have been recognized as an attractive alternative to welded connections. However, existing knowledge on the behavior of the connection is either from testing of beam-to-column …

    uiuc Repository record for Seismic behavior of semi-rigid steel frames (opens in a new tab)

  6. Optimization of steel frames via penalty functions

    … a computer program to minimize the weight of steel frames using a penalty function technique. The program is developed and several example problems are analyzed. All structures are designed in accordance with the AISC code. One of the problems is also analyzed by the Fully Stressed Design …

    vt Repository record for Optimization of steel frames via penalty functions (opens in a new tab)

  7. Seismic Design Studies of Low-Rise Steel Frames

    … inelastic behavior of low-rise buildings with steel moment-resisting frames providing the lateral resistance for strong ground motions was examined. The inelastic behavior of frames is dependent on several parameters such as design base shear, beam-to-column strength ratio, moment-resisting …

    uiuc Repository record for Seismic Design Studies of Low-Rise Steel Frames (opens in a new tab)

  8. Inelastic Response of Steel Frames to Simulated Earthquakes

    Made available in DSpace on 2014-12-10T22:21:52Z (GMT). No. of bitstreams: 1 7310062.pdf: 5901660 bytes, checksum: 7cb4ef2a3e2c842b11755253dbfb3ae0 (MD5) Previous issue date: 1972

    uiuc Repository record for Inelastic Response of Steel Frames to Simulated Earthquakes (opens in a new tab)

  9. Inelastic response spectrum design procedures for steel frames.

    Thesis. 1976. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.

    mit Repository record for Inelastic response spectrum design procedures for steel frames. (opens in a new tab)

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

    … 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 for Strength of beam-columns in flexibly connected steel frames. (opens in a new tab)

  11. Wind stresses in the steel frames of office buildings

    Made available in DSpace on 2014-09-18T16:21:14Z (GMT). No. of bitstreams: 2 license.txt: 4922 bytes, checksum: 910b249b4beec47e7ab768910c8f966f (MD5) windstressesinst00weis.pdf: 54578677 bytes, checksum: 940ebac731fb3d7f3f22cdb47df6e299 (MD5) Previous issue date: 1917

    uiuc Repository record for Wind stresses in the steel frames of office buildings (opens in a new tab)

  12. Hybrid simulation of steel frames with semi-rigid connections

    … connections for earthquake resistance of steel frames are costly and their performance is adversely affected by weld defects and low-cycle fatigue. An alternative to welded connections is the bolted top and seat angle connection. The latter configuration can be designed to exhibit moment …

    uiuc Repository record for Hybrid simulation of steel frames with semi-rigid connections (opens in a new tab)

  13. Three-dimensional analysis of steel frames and subframes in fire.

    … subsequently been developed for the analysis of frames in fire conditions. This model is based on a beam finite element with a single node at each end of the element. At each node eight degrees of freedom are introduced. The finite element solution of the problem is obtained using an incremental …

    whiterose Repository record for Three-dimensional analysis of steel frames and subframes in fire. (opens in a new tab)

  14. Method of seismic reliability evaluation for moment-resisting steel frames

    Item marked as restricted to the 'UIUC Users [automated]' Group (id=2) by Howard Ding (hding2@illinois.edu) on 2011-05-07T15:02:59Z Item is restricted indefinitely.

    uiuc Repository record for Method of seismic reliability evaluation for moment-resisting steel frames (opens in a new tab)

  15. Comparative elastic and plastic analysis and design of steel frames

    Thesis: B.S., Massachusetts Institute of Technology, Department of Civil and Sanitary Engineering, 1960

    mit Repository record for Comparative elastic and plastic analysis and design of steel frames (opens in a new tab)

  16. Non-linear finite element analysis of steel frames in fire conditions.

    … its subsequent use for behavioural studies on steel frames in fire conditions. The nonlinear structural analysis is based on a tangent stiffness formulation using large deformation theory. Deterioration in material strength and stiffness at increasing temperature is represented by a set of …

    whiterose Repository record for Non-linear finite element analysis of steel frames in fire conditions. (opens in a new tab)

  17. Performance-based seismic engineering of low and medium-rise steel frames

    The performance level of low and medium-rise steel frames designed according to the common force/strength approach of the UBC or NEHRP is determined. Several combinations of soil profile type, lateral-force-resisting system, and frame-member proportioning are included in the designs. To evaluate …

    njit Repository record for Performance-based seismic engineering of low and medium-rise steel frames (opens in a new tab)

  18. A Variable Stiffness Energy Dissipation Device for Vibration Control of Steel Frames

    … performance of shear and moment resisting frames. Additionally, design guidelines on how to apply the proposed device to moment resisting frames are provided. Over the years, various types of energy dissipation devices have been developed and used to dissipate energy imparted to a …

    syracuse-diss Repository record for A Variable Stiffness Energy Dissipation Device for Vibration Control of Steel Frames (opens in a new tab)

  19. A program for the automatic plastic design and analysis of plane steel frames

    … and realistic structural design of plane steel frames has brought plastic methods of analysis to the fore. Though not commonly used in South Africa, plastic methods have been adopted elsewhere, particularly in the United States. An incremental approach is presented, leading to the …

    cape-town Repository record for A program for the automatic plastic design and analysis of plane steel frames (opens in a new tab)

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