Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Columns</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Concrete compressive strength (MPa)</td><td class="align_center">1.02</td></tr><tr><td class="align_left">Concrete strain at maximum strength</td><td class="align_center">0.0023</td></tr><tr><td class="align_left">Concrete crushing strength (MPa)</td><td class="align_center">0.5377</td></tr><tr><td class="align_left">Concrete strain at crushing strength</td><td class="align_center">0.0046</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of masonry material [<a href="/journals/ace/2019/3725373/#B24" target="_blank">24</a>].</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection 