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

  1. 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)

  2. Redundancy in Steel Moment Frame Systems Under Seismic Excitations

    Finally, a framework is proposed for evaluation of structural redundancy against incipient collapse limit state. In this framework: (1) the maximum column drift ratio (MCDR) or biaxial spectral acceleration (BSA) is used to measure both demand and capacity of a given building; (2) the demand and …

    uiuc Repository record for Redundancy in Steel Moment Frame Systems Under Seismic Excitations (opens in a new tab)

  3. 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)

  4. Structural Redundancy of Dual and Steel Moment Frame Systems Under Seismic Excitation

    The proposed uniform-risk redundancy factor is then compared with the reliability and redundancy factor (rho) in the 1996 SEAOC Blue Book, NEHRP 97, and UBC 97, which depends on the system configuration only. The results show the inadequacies of the latter approach in describing the redundancy of a …

    uiuc Repository record for Structural Redundancy of Dual and Steel Moment Frame Systems Under Seismic Excitation (opens in a new tab)

  5. On the Seismic Performance of Skewed Special Moment Frame Reduced Beam Section Connections

    <p>Special Moment Frames (SMFs) are frequently used in high seismic areas for architecturally constrained designs, as they provide lateral system stiffness without the use of braces which often obstruct views and architectural features. Reduced beam section (RBS) connections are popular SMF …

    arkansas Repository record for On the Seismic Performance of Skewed Special Moment Frame Reduced Beam Section Connections (opens in a new tab)

  6. Development of Multiobjective Optimization Procedures for Seismic Design of Steel Moment Frame Structures

    … of code-compliant regular plane steel special moment resisting frame structures with simultaneous as well as separate treatment of multiple objective functions that reflect steel material usage, initial expenses, degree of design complexity, seismic structural performance indices, and lifetime …

    uiuc Repository record for Development of Multiobjective Optimization Procedures for Seismic Design of Steel Moment Frame Structures (opens in a new tab)

  7. Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF)

    … with the gravity framing. A self-centering beam moment frame (SCB-MF) has been developed that virtually eliminates residual drifts and concentrates the majority of structural damage in replaceable fuse elements. The SCB consists of a I-shaped steel beam augmented with a restoring force mechanism …

    vt Repository record for Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF) (opens in a new tab)

  8. Effect of Hysteresis Type on Drift Capacity for Global Collapse of Moment Frame Structures for Seismic Loads

    … that different hysteresis behavior in moment frames subjected to seismic loads may lead to different levels of response because of degradation in strength and stiffness. To examine the existence and magnitude of this effect, this research aims to: (1) Determine the global collapse …

    uiuc Repository record for Effect of Hysteresis Type on Drift Capacity for Global Collapse of Moment Frame Structures for Seismic Loads (opens in a new tab)

  9. 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)

  10. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions

    A series of full-scale beam-to-column moment connection tests were completed to determine the effects of powder actuated fasteners (PAF) and puddle welds on the seismic behavior of steel moment connections. In seismic regions, PAF are currently prohibited in the connection region (referred to as …

    vt Repository record for Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions (opens in a new tab)

  11. Column Capacity Evaluation For Low-Rise Moment Frame Steel Buildings In Mississippi Subject To Wind And Seismic Hazards

    For the design of steel frame structures, AISC outlines approaches of second-order analysis. In this study, two of these approaches are considered: Amplified First-Order Analysis Method and Direct Analysis Method. The methods were studied using SAP2000. Amplification of moments in a two-story plane …

    mississippi Repository record for Column Capacity Evaluation For Low-Rise Moment Frame Steel Buildings In Mississippi Subject To Wind And Seismic Hazards (opens in a new tab)

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

    … the focus of this study is on structural 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 …

    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)

  13. Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance

    … systems is developed. The self-centering truss moment frame (SC-TMF) was developed with the goal of providing self-centering capability while concentrating inelastic deformation in replaceable structural fuses. These goals are accomplished while mitigating a number of issues seen in other …

    vt Repository record for Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance (opens in a new tab)

  14. Effect of Column Axial Load on Skewed SMF RBS Connection Demands

    … of an appropriate seismic steel system (braced frame, moment frame, shear wall, etc.) is often influenced by architectural considerations. Moment frame configurations offer the most architectural flexibility, but are limited by code prequalification requirements that limit the use of …

    arkansas Repository record for Effect of Column Axial Load on Skewed SMF RBS Connection Demands (opens in a new tab)

  15. 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)

  16. Development, Analysis and Testing of a Hybrid Passive Control Device for Seismic Protection of Framed Structures

    … study using hybrid devices in a 9-story steel moment frame structure. The devices were found to provide improved response over a special steel moment frame and a moment frame combined with a buckling restrained brace frame.

    vt Repository record for Development, Analysis and Testing of a Hybrid Passive Control Device for Seismic Protection of Framed Structures (opens in a new tab)

  17. A comparative study on the seismic performance of concrete and steel Diagrid structures

    … Diagrid structures were also compared to 8-story moment frame buildings and 60-story outrigger buildings for the two scenarios respectively. With all member sizes set to be fixed across all models, steel Diagrids were found to be performing better than concrete Diagrids in terms of natural period …

    mit Repository record for A comparative study on the seismic performance of concrete and steel Diagrid structures (opens in a new tab)

  18. 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)

  19. Performance Based Analysis of Steel Buildings

    … the AISC specifications for a steel Special Moment Frame and the lateral loads from ASCE 7-05 resulted in a building that slightly exceeded an Immediate Occupancy performance level for the BSE-1 Hazard Level. In comparison, a design using the AISC specifications for steel Special Concentric …

    calpoly Repository record for Performance Based Analysis of Steel Buildings (opens in a new tab)

  20. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios

    … load-carrying capacity is compromised. Steel-framed buildings can possess the capacity to bridge over a single lost column and arrest collapse, but the dynamic and three-dimensional nature of this event prevents simple design-based analysis approaches from providing accurate assessments of …

    uiuc Repository record for Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios (opens in a new tab)

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