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 8 of 8 for “"extended end-plate"”.

  1. Evaluation of Extended End-Plate Moment Connections Under Seismic Loading

    … investigation was conducted to study the extended end-plate moment connections subjected to cyclic loading. Seven specimens representing three end-plate moment connection configurations commonly used in the pre-engineered building industry were used. The connections were designed using …

    vt Repository record for Evaluation of Extended End-Plate Moment Connections Under Seismic Loading (opens in a new tab)

  2. Vulnerability assessment of extended end-plate connections under mainshock-aftershock sequences

    … mechanistic models for assessment of behavior of end-plate connections under mainshock-aftershock sequences. The second goal was to employ the developed models in probabilistic analysis for the development of fragility functions that describe the probability of exceeding a specific limit state of …

    colostate Repository record for Vulnerability assessment of extended end-plate connections under mainshock-aftershock sequences (opens in a new tab)

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

    … to develop unified 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 …

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

  4. Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections

    … was conducted to study the behavior of extended end-plate moment connections subjected to cyclic loading. Eleven specimens were tested, representing typical connection configurations used in the metal building manufacturing industry. Four of the beams were shallow (30 in. or less), and …

    vt Repository record for Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections (opens in a new tab)

  5. Behaviour of beam-to-column end plate connections in structural steelwork

    End plate connections are extensively used as moment-resistant connections between members in steel frames. The popularity of these connections can be attributed to the simplicity and economy associated with their fabrication and erection. Both the flush and extended end plate types are widely used …

    abertay Repository record for Behaviour of beam-to-column end plate connections in structural steelwork (opens in a new tab)

  6. Design of moment end-plate connections for seismic loading

    … research into the seismic response of four-bolt extended moment end-plate connections was conducted. Full-scale connections, ranging in size from moderate to large, were designed, fabricated and tested under cyclic loading until connection failure was observed. The design procedures for minimum …

    vt Repository record for Design of moment end-plate connections for seismic loading (opens in a new tab)

  7. Behaviour of unstiffened flush end plate beam-to-column connections in structural steelwork

    End plate connections are extensively used as moment resistant connections between members in steel frame. Surveys of the English and Scottish Steelwork Industry clearly indicate that the flush end plate connection is the most popular type of beam-to-column connection in steel-framed structures. …

    abertay Repository record for Behaviour of unstiffened flush end plate beam-to-column connections in structural steelwork (opens in a new tab)

  8. High strength steel for seismic resistance of beam-to-column connections: novel metal investigation

    … of connections made by HSS, current codes recommend that connections remain in the elastic range. Under seismic events, high demands for local and global deformation are imposed on structural elements, connections and details. Designers should look into strain and deformation of the steel and …

    uiuc Repository record for High strength steel for seismic resistance of beam-to-column connections: novel metal investigation (opens in a new tab)