A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">EL (MPa)</td><td class="align_center">ER (MPa)</td><td class="align_center">ET (MPa)</td><td class="align_center">μLR</td><td class="align_center">μLT</td><td class="align_center">μRT</td><td class="align_center">GLR (MPa)</td><td class="align_center">GLT (MPa)</td><td class="align_center">GRT (MPa)</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">14,190</td><td class="align_center">710</td><td class="align_center">710</td><td class="align_center">0.522</td><td class="align_center">0.483</td><td class="align_center">0.522</td><td class="align_center">710</td><td class="align_center">38</td><td class="align_center">710</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>EL, elastic modulus of the wood grain; ER, radial modulus of elasticity of the wood shear grain; ET, modulus of elasticity of the wood striated chord; μij, Poisson’s ratio; Gij, shear modulus; LR, diameter facet of the wood; LT, wood chord facet; RT, cross-section of wood. </div></td></tr></table>

<div>Performance parameters of Pinus sylvestris [<a href="/journals/ace/2024/8824310/#B49" target="_blank">49</a>].</div>

Advances in Civil Engineering

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Table 2: A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall 