Optimal Selection of Earthquake Resisting Schemes for Jakarta-Bandung High-Speed Railway

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Steel rebar Grade</td><td class="align_center">HRB400</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Standard tensile strength <i>f</i><sub><i>sk</i></sub>(MPa)</td><td class="align_center">400</td></tr><tr><td class="align_left">Elastic modulus <i>E</i><sub><i>s</i></sub>(MPa)</td><td class="align_center">2.0 × 10<sup>5</sup></td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of steel rebar.</div>

Advances in Civil Engineering

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Table 2

Table 2: Optimal Selection of Earthquake Resisting Schemes for Jakarta-Bandung High-Speed Railway 