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Showing 1 to 20 of 22 for “"Steel, Structural"”.

  1. A steel structural system for a laboratory research centre.

    Massachusetts Institute of Technology. Dept. of Architecture. Thesis. 1965. M.Arch.

    mit Repository record for A steel structural system for a laboratory research centre. (opens in a new tab)

  2. Load and resistance factor design of cold-formed stainless steel structural members

    … method has long been used for the design of steel structures in the United States. Recently, the probability-based load and resistance factor design (LRFD) criteria have been successfully applied to the structural design of hot-rolled steel shapes and built-up members. The AISI LRFD …

    must-thes Repository record for Load and resistance factor design of cold-formed stainless steel structural members (opens in a new tab)

  3. Web-Crippling Strength of Multi-Web Cold-Formed Steel Deck Sections Subjected to End One Flange (EOF) Loading

    … Specification for the Design of Cold-Formed Steel Structural Members provisions for web-crippling are believed to be conservative for multi-web deck sections. They are based on unfastened specimens and are limited to the use of decks with certain geometric parameters. The unified web …

    vt Repository record for Web-Crippling Strength of Multi-Web Cold-Formed Steel Deck Sections Subjected to End One Flange (EOF) Loading (opens in a new tab)

  4. Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading

    Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes: Presently, the current design methods available to engineers to predict the strength of cold-formed steel members with edge-stiffened holes remains largely unaddressed in the North American Specification for the …

    vt Repository record for Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading (opens in a new tab)

  5. Characterization of Carbonaceous Exsolvate from Metal Melts

    … carbon meso-structures in the strengthening of steel by characterizing the carbonaceous exsolvate from a metal-carbon melt. Metal-carbon matrix composites, such as the material used in this investigation, are commonly employed to strengthen tool steel. Structural analysis techniques including …

    wfu Repository record for Characterization of Carbonaceous Exsolvate from Metal Melts (opens in a new tab)

  6. Structural analysis and design of floating wind turbine systems

    … hereto called MIT TLP-1. This thesis details the structural design aspects of Floating Wind Turbines (FWT) in a rationally based optimization approach for incorporation into existing LSPF hydrodynamic optimization approaches. A steel structural design is created based on the geometry and loading …

    mit Repository record for Structural analysis and design of floating wind turbine systems (opens in a new tab)

  7. Insulation Impact on Shear Strength of Screw Connections and Shear Strength of Diaphragms

    … strength of screw connections in cold-formed steel, however, little to no research has been conducted on how various thicknesses of insulation placed between two sheets of steel, such as a steel panel and structural supporting member, affects a screw's shear strength. Elemental tests were …

    vt Repository record for Insulation Impact on Shear Strength of Screw Connections and Shear Strength of Diaphragms (opens in a new tab)

  8. Reliability based criteria for cold-formed steel members

    <p>"In the design of steel buildings, the "Allowable Stress Design (ASD)" method has long been used for cold-formed steel structural members in the United States and other countries. In this approach, member forces, or moments, determined on the basis of working loads should not exceed the …

    must-thes Repository record for Reliability based criteria for cold-formed steel members (opens in a new tab)

  9. A brief study of welded joints of structural steel

    Thesis (B.S.)--Michigan State College of Agriculture and Applied Science, 1931

    msu Repository record for A brief study of welded joints of structural steel (opens in a new tab)

  10. Steel beam foundation plates

    Made available in DSpace on 2017-11-30T22:46:16Z (GMT). No. of bitstreams: 2 5956508.pdf: 1225827 bytes, checksum: 2a3f4dbc21ea6eb6050337e6370e4012 (MD5) license.txt: 4813 bytes, checksum: 715c4321821a960fa1a1e91d2ac7ebce (MD5) Previous issue date: 1893

    uiuc Repository record for Steel beam foundation plates (opens in a new tab)

  11. Investigation of Single Span Z-Section Purlins Supporting Standing Seam Roof Systems Considering Distortional Buckling

    … AISI Specification for the Design of Cold-Formed Steel Structural Members, which contains provisions for local and lateral buckling. Previous research has determined that the AISI provisions for local buckling strength predictions of cold-formed purlins are highly unconservative and that the AISI …

    vt Repository record for Investigation of Single Span Z-Section Purlins Supporting Standing Seam Roof Systems Considering Distortional Buckling (opens in a new tab)

  12. The structural behavior of cold-formed steel members with perforated elements

    … to study the influence of perforations on the structural behavior of cold-formed steel structural members. Since in many cases, the load-carrying capacity of cold-formed steel members depends on the buckling behavior of individual component elements, emphasis has been concentrated on the study …

    must-thes Repository record for The structural behavior of cold-formed steel members with perforated elements (opens in a new tab)

  13. Material Cutting Plan Generation Using Multi-Expert and Evolutionary Approaches

    … and factories must often design and build steel structural components as a part of each project. Such firms must purchase large steel plates, cut them into pieces and then weld the pieces into H-beams and other construction components. The details of the order and the production operation …

    vt Repository record for Material Cutting Plan Generation Using Multi-Expert and Evolutionary Approaches (opens in a new tab)

  14. Enhancing Progressive Collapse Resistance of Steel Building Frames Using Thin Infill Steel Panels

    … retrofit technology which installs thin steel panels into steel building structural frames to enhance the system progressive collapse resistance. </p> <p>The steel frames with simple beam-to-column connections, under different boundary conditions (i.e., sidesway uninhibited and sidesway …

    calpoly Repository record for Enhancing Progressive Collapse Resistance of Steel Building Frames Using Thin Infill Steel Panels (opens in a new tab)

  15. Numerical Modeling of Composite Systems: Composite CFT Connections and Composite Beams

    … and composite beams has been implemented in many structural systems due to their robust structural performance, constructability, and inherent synergy when the steel and concrete components are properly designed and detailed together. While extensive research has been conducted on concrete-filled …

    vt Repository record for Numerical Modeling of Composite Systems: Composite CFT Connections and Composite Beams (opens in a new tab)

  16. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction

    … design properly; the accuracy in assessing the structural safety, facing earthquakes, could not be reliable. Performance-based engineering (PBE) is a technique for seismic evaluation and design using performance level prediction for safety and risk assessment. Soil-structure interaction …

    uts Repository record for Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction (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)

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