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Showing 1 to 20 of 35 for “"Moment frames"”.

  1. Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads

    … panel zone deformation and interior gravity frames. The 1973 UBC, 1985 UBC and 1994 UBC provisions were selected for the pre-Northridge 3-, 9- and 20-story buildings in Los Angeles and Seattle and designed for wind and seismic loads. A total of 15 pre-Northridge buildings, which are …

    uiuc Repository record for Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads (opens in a new tab)

  2. Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads

    … due to story mechanism and high P-Delta moments. Therefore, it is recommended that WCSB design be restricted to 120 feet tall. All of the buildings with T-stub connections performed well except for the 3-story building in SDC D which exceeded the permanent residual drift limit. As was …

    uiuc Repository record for Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads (opens in a new tab)

  3. Effects of residual stresses and initial imperfections on earthquake response of steel moment frames

    … examine these issues, a series of steel special moment-resisting frame models were subjected to monotonic pushover, cyclic pushover and response history analyses. The observed behavior was used to draw comparisons between systems with and without residual stresses and initial imperfections. …

    uiuc Repository record for Effects of residual stresses and initial imperfections on earthquake response of steel moment frames (opens in a new tab)

  4. Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames

    … on the collapse performance of Special Steel Moment Frames (SMFs). The influence was quantified using the FEMA P-695 methodology. The buildings used for this study were a 2-, 4- and 8-story SMFs taken from the ATC76-1 project where their collapse performance was already evaluated without the …

    vt Repository record for Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames (opens in a new tab)

  5. Seismic Rehabilitation of Steel Moment Frames Vulnerable to Soft-Story Failures Through Implementation of Rocking Cores

    <p>During seismic events, inefficient steel moment frame building systems may exhibit soft-story failures. This thesis focuses on development and validation of a seismic retrofit strategy for avoiding soft-story failures in low-rise and mid-rise steel moment frame buildings. The considered retrofit …

    calpoly Repository record for Seismic Rehabilitation of Steel Moment Frames Vulnerable to Soft-Story Failures Through Implementation of Rocking Cores (opens in a new tab)

  6. Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes

    … rope for providing improved performance of steel moment frames subjected to earthquake-induced ground motions. A series of experimental tests, including a 1:3-scale dynamic test and 1:6-scale shaking table tests, was conducted using Northridge ground-motion input. A series of nonlinear dynamic …

    vt Repository record for Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes (opens in a new tab)

  7. A Low Cycle Fatigue Testing Framework for Evaluating the Effect of Artifacts on the Seismic Behavior of Moment Frames

    … artifacts. For instance, full-scale testing of moment resisting connections is expensive which makes it economically infeasible to experimentally examine the wide range of possible artifact types, artifact locations, and structural configurations. A framework has been developed for evaluating …

    vt Repository record for A Low Cycle Fatigue Testing Framework for Evaluating the Effect of Artifacts on the Seismic Behavior of Moment Frames (opens in a new tab)

  8. Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift

    … in controlling the interstory drift in steel moment frames, and the use of incremental dynamic analysis as a method of visualizing the behavior of these moment frames when subjected to seismic load effects. Models of three story and nine story steel moment frames were designed to meet typical …

    vt Repository record for Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift (opens in a new tab)

  9. Comparison of structural steel lateral force resisting systems for a theoretical hospital grid system

    … was first narrowed down to steel, and then moment frames and braced frames are examined. The LFRS was narrowed down to braced frames, discarding moment frames due to their inordinate story drift. Of the different types of braced frames, the study further narrowed the LFRS system to chevron …

    ksu Repository record for Comparison of structural steel lateral force resisting systems for a theoretical hospital grid system (opens in a new tab)

  10. Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States

    … steel-frame buildings using either non-ductile moment frames with fully-restrained flange welded connections not specifically detailed for seismic resistance, or ductile moment frames with reduced beam section connections designed for moderate seismic demands. The research shows that collapse …

    vt Repository record for Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States (opens in a new tab)

  11. Hybrid Steel Frames

    … 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 low yield point (LYP) steel. The hybridity of the …

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

  12. Unified Design of Extended End-Plate Moment Connections Subject to Cyclic Loading

    … design procedures for eight extended end-plate moment connection configurations subject to cyclic/seismic loading. In addition, the suitability of extended end-plate moment connections for use in seismic force resisting moment frames was investigated. Eleven full-scale cyclic and nine monotonic …

    vt Repository record for Unified Design of Extended End-Plate Moment Connections Subject to Cyclic Loading (opens in a new tab)

  13. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames

    Reinforced concrete (RC) moment frames comprise a significant portion of the built environment in areas with seismic hazards. The beam-to-column joints of these frames are key components that have a significant impact on the structure's behavior. Modern detailing provides sufficient strength within …

    vt Repository record for Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames (opens in a new tab)

  14. Effect of Viscous Fluid Dampers on Steel Moment Frame Designed for Strength and Hybrid Steel Moment Frame Design

    … fluid dampers on a nine story special steel moment frame designed for strength in Seattle. At the initial stages of the work, knowing the fact that moment frames are almost always controlled by drift, it was thought that two different moment frames, controlled by strength or controlled by …

    vt Repository record for Effect of Viscous Fluid Dampers on Steel Moment Frame Designed for Strength and Hybrid Steel Moment Frame Design (opens in a new tab)

  15. Parametric analysis of progressive collapse in high-rise buildings

    … which are commonly used for high-rise buildings: moment frames, braced frames and truss tube systems. A variety of 2D structural models are analysed for their performance under progressive collapse conditions with variable building parameters. The results of the investigation infer that taller …

    mit Repository record for Parametric analysis of progressive collapse in high-rise buildings (opens in a new tab)

  16. Experimental Design and Preliminary Testing for Skewed Special Moment Frame Prequalification

    <p>Special moment frames having specially detailed connections are common in high seismic regions, providing architectural flexibility for passageways and views without brace obstructions. In situations where the building framing layout requires deviation from typical rectangular framing, skew in …

    arkansas Repository record for Experimental Design and Preliminary Testing for Skewed Special Moment Frame Prequalification (opens in a new tab)

  17. Multi-objective optimization of vertically mixed lateral systems

    … dimensions. Three forms of 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 …

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

  18. Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings

    … were comprised of concrete shearwalls and steel moment frames in the north/south direction and moment frames in the east/west direction. The retrofit strengthened the moment connections and added braces to the perimeter walls in the east/west direction.</p> <p> The natural frequencies were found …

    calpoly Repository record for Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings (opens in a new tab)

  19. System Identification of a Bridge-Type Building Structure

    … resisting system (LFRS) composed of ordinary moment frames in the N-S direction and braced frames in the E-W direction and vertically supported by a pair of trusses. The dynamic response of the Bridge House was investigated by means of system identification through ambient and forced vibration …

    calpoly Repository record for System Identification of a Bridge-Type Building Structure (opens in a new tab)

  20. Collapse simulations of steel buildings under fire

    … regarding the level of robustness in steel frames when subjected to fire loadings. While complete collapse of steel buildings under elevated temperature is considered a rare event, as no cases have been reported prior to 9/11, understanding collapse mechanisms of steel buildings under fire …

    colostate Repository record for Collapse simulations of steel buildings under fire (opens in a new tab)

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