Seismic Behavior Investigations of the Haunched Joint with Ribbed Anchor Webs in CFDST Structures

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen no.</td><td class="align_center">Anchor components</td><td class="align_center">Dimensions of the steel beam (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">SPJ1</td><td class="align_center">Vertically ribbed webs</td><td class="align_center">H346 × 174 × 6 × 9</td></tr><tr><td class="align_left">SPJ2</td><td class="align_center">Vertically ribbed webs</td><td class="align_center">H350 × 175 × 7 × 11</td></tr><tr><td class="align_left">SPJ3</td><td class="align_center">Vertically ribbed webs and stiffening diaphragms</td><td class="align_center">H350 × 175 × 7 × 11</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of each joint specimen.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Seismic Behavior Investigations of the Haunched Joint with Ribbed Anchor Webs in CFDST Structures 