Title page for ETD etd-06192003-172135


Type of Document Dissertation
Author Sumner, Emmett Ashworth
Author's Email Address emmett_sumner@ncsu.edu
URN etd-06192003-172135
Title Unified Design of Extended End-Plate Moment Connections Subject to Cyclic Loading
Degree PhD
Department Civil Engineering
Advisory Committee
Advisor Name Title
Murray, Thomas M. Committee Chair
Charney, Finley A. Committee Member
Easterling, William Samuel Committee Member
Holzer, Siegfried M. Committee Member
singh, Mahendra P. Committee Member
Keywords
  • bolted
  • end-plate
  • steel
  • cyclic
  • seismic
  • connection
Date of Defense 2003-06-17
Availability unrestricted
Abstract
Experimental and analytical research has been conducted 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 and nine monotonic extended end-plate moment connection tests were conducted. Design procedures for determining the required bolt diameter and grade, end-plate thickness, and column flange thickness were developed. The proposed design procedure utilizes a strong column, strong connection, and weak beam design philosophy. This forces the connecting beam to provide the required inelastic deformations through formation of a plastic hinge adjacent to the connection region. The proposed design procedure was used to make comparisons with ninety experimental tests conducted over the past twenty-six years. A limited finite element study was conducted to investigate the behavior of the column flange.

The experimental results demonstrate that extended end-plate moment connections can be detailed and designed to be suitable for use in seismic force resisting moment frames. The proposed design procedure strength predictions correlated well with the results from ninety experimental tests. The limited finite element modeling conducted as a part of this study, correlated well with the strength predictions produced by the proposed design procedure.

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