Code Compliance in Reinforce Concrete Design: A Comparative Study of USA Code (ACI) and Chinese Code (GB)

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Vibration type</td><td class="align_center">PKPM</td><td class="align_center">ETABS</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">T1 (X-direction)</td><td class="align_center">0.7850 s</td><td class="align_center">0.737 s</td></tr><tr><td class="align_left">T2 (Y-direction)</td><td class="align_center">0.7800 s</td><td class="align_center">0.694 s</td></tr><tr><td class="align_left">T3 (rotation)</td><td class="align_center">0.7038 s</td><td class="align_center">0.644 s</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of structural vibration mode periods calculated by PKPM and ETABS.</div>

Advances in Civil Engineering

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Table 6

Table 6: Code Compliance in Reinforce Concrete Design: A Comparative Study of USA Code (ACI) and Chinese Code (GB) 