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    1

    The Influence of Moment Demand-and-Capacity Ratios of Shear Tabs on the Seismic Performance of Steel Beam-to-column Connections

    2

    Seismic and Fire Behaviors of Steel Beam-to-column Connections with Beam Web Openings

    3

    Seismic Design and FEM Analysis of Shear Tabs and Steel Moment Connections
    This full text is not authorized to be published.AA

    4

    Seismic Performance-based Design and Fire Behavior Simulation of Steel Beam-to-column Connections with Beam Web Openings

    5

    Effects of Modeling Details and Strength Variation on Seismic Performance Evaluation of Steel Beam-to-column Connections

    6

    Seismic Design and Tests of Bolted Shear-Tab Connections and Steel Moment Connections

    7

    The Effect of Reduced Web Section (RWS) Web Opening Size on Steel Beam-to-Column Connection Ductility
    • / Department of Civil Engineering /110/ Master
    • Author: Rio Ananta Perangin-Angin Advisor: Lai, Chi-Ming  
    • The objectives of this study are to evaluate the recently developed design procedure of applying ...
    • Clicks: 356Downloads: 3

    8

    Seismic and fire behavior of a steel beam-to-column connection with two stadium-shaped openings in the beam web

    9

    Seismic Testing and Design of a Steel Beam-to-column Connection with a Vertical Slot in the Beam Web
    Internet public:
    2027-08-23 AA

    10

    Influence of Structural Steel Alternatives and Framing on Embodied Carbon of SC Buildings