Experimental Study on Seismic Behavior of Precast Frame Columns with Vertical Reinforcement Spliced with Grouted Sleeve Lapping Connectors

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter(mm)</td><td class="align_center">Average yield strength (MPa)</td><td class="align_center">Average ultimate strength (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">6 (tension bars in prefabricated columns)</td><td class="align_center">542.36</td><td class="align_center">661.13</td></tr><tr><td class="align_left">8 (snap)</td><td class="align_center">465.40</td><td class="align_center">658.85</td></tr><tr><td class="align_left">16 (longitudinal reinforcement)</td><td class="align_center">499.88</td><td class="align_center">655.62</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical parameters of the reinforcing bar.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Experimental Study on Seismic Behavior of Precast Frame Columns with Vertical Reinforcement Spliced with Grouted Sleeve Lapping Connectors 