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 14 of 14 for “"bracings"”.

  1. Effective length factors for solid round chord members of guyed towers.

    … 4.57 m (15.0 ft.) long with continuous diagonal bracings welded to the chord members, while those provided by Pirod were 6.09 m (20.0 ft.) long with the diagonal bracings cut and welded to the chord members. The diameters of the chord members varied from 38.1 mm (1.5 in.) to 69.85 mm (2.75 in.) …

    windsor Repository record for Effective length factors for solid round chord members of guyed towers. (opens in a new tab)

  2. Techniques of seismic retrofitting for concrete structures

    … techniques are addition of shear walls or steel bracings, and base isolation. All three methods are effective. Shear walls are usually an expensive solution but they are flexible in their distribution allowing them to be hidden in the architecture. Steel bracings allow for openings but their …

    mit Repository record for Techniques of seismic retrofitting for concrete structures (opens in a new tab)

  3. Comparison of three widely-used aerodynamic modifications that minimize the impact of wind loads on tall buildings

    … motion of the buildings, for example dampers, bracings and outriggers etc. Aerodynamic modification, which is a passive approach, can also be used to reduce the impacts of wind loads. In this thesis, three widely-used aerodynamics modifications are discussed: 1) Shaping the corners of …

    mit Repository record for Comparison of three widely-used aerodynamic modifications that minimize the impact of wind loads on tall buildings (opens in a new tab)

  4. Mutual pounding of structures during strong earthquakes

    … caused by impact, whereas the story bracings are required to reduce the excessive story shears or bending moments in the higher stories caused by pounding of the lower floors. It is observed that except for very soft soils, the proposed pounding mitigation scheme will increase the …

    vt Repository record for Mutual pounding of structures during strong earthquakes (opens in a new tab)

  5. Dimensionamento plástico de edifícios de andares múltiplos, em aço

    … the automatic design of column, girders and bracings. The plastic design utilizes the ductility, which is a inherent structural steel property, and the redistribution of internal forces in statically indeterminate structures that takes place when plastic hinges develop at regions of a high …

    brazil-uerj Repository record for Dimensionamento plástico de edifícios de andares múltiplos, em aço (opens in a new tab)

  6. Multi-objective optimization of vertically mixed lateral systems

    … lateral systems i.e. moment frames, steel cross bracings and concrete shear walls are utilized at varying elevations of the building to determine an optimal set of results. Besides analyzing structural optimality, the MATLAB algorithm developed as a part of this research paper also evaluates each …

    mit Repository record for Multi-objective optimization of vertically mixed lateral systems (opens in a new tab)

  7. 3-D finite element beam/connector model for a glulam dome cap

    … compared with the dome cap models with the truss bracings. Finally, conclusions and recommendations for future research are presented.

    vt Repository record for 3-D finite element beam/connector model for a glulam dome cap (opens in a new tab)

  8. Interactive Topology Optimization with Hybrid Truss and Continuum Elements Types

    … classic problems including cantilever beam with bracings and MBB beam. All draw-in truss hybrid topology optimized results show a more efficient design results with lower compliance and overall lower material quantity.

    mit Repository record for Interactive Topology Optimization with Hybrid Truss and Continuum Elements Types (opens in a new tab)

  9. Modeling and stability investigation of a Glulam dome

    … a basis for the modeling of flexible joints and bracings. Then, the 3-D, 3-noded, curved, isoparametric beam element in the first model is replaced by a 3D, 2-noded, straight beam element for the second model. Purlins consist of truss elements. Flexible joints are modeled by adding connector …

    vt Repository record for Modeling and stability investigation of a Glulam dome (opens in a new tab)

  10. Flexural Behavior of Cold-Formed and Hot-Rolled Steel Sheet Piling Subjected to Simulated Soil Pressure

    … effect of different transverse stresses. Lateral bracings were provided at discrete locations to establish a sheet piling wall behavior and allow the development of transverse stresses. Load-pressure, load-deflection, load-strain, and moment-deflection responses were plotted to demonstrate the …

    vt Repository record for Flexural Behavior of Cold-Formed and Hot-Rolled Steel Sheet Piling Subjected to Simulated Soil Pressure (opens in a new tab)

  11. Seismic retrofitting of the Ste-Justine Hospital in Montreal

    … walls with window openings and by steel cross bracings were compared using Etabs. The two models presented lateral displacements smaller than the deflection criterion of 1:300, but the concrete shear wall model was found to be the one generating the smallest displacements.

    mit Repository record for Seismic retrofitting of the Ste-Justine Hospital in Montreal (opens in a new tab)

  12. Innovative accessible sunken floor systems for multi-story steel buildings

    … fire-rated acoustical ceilings and horizontal bracings to cut down the construction cycle and costs. A second variation of the proposed systems permits economies in concrete slab finish by using lightweight concrete poured on corrugated metal decks, or by using pour- in -place or precast slabs …

    mit Repository record for Innovative accessible sunken floor systems for multi-story steel buildings (opens in a new tab)

  13. Pavilon botanické zahrady v Brně

    Předmětem diplomové práce je návrh a posouzení nosné konstrukce botanického pavilonu v Brně. Konstrukce má eliptický půdorys o rozměrech 34 x 20 m, výška 9 m. Nosnou konstrukci tvoří 16 zakřivených nosných žeber, které jsou v horní části zapřené o eliptický ocelový prstenec. Mezi žebry jsou vloženy …

    brno-tech Repository record for Pavilon botanické zahrady v Brně (opens in a new tab)