该结构使用的材料经过测试具有如下特征：光滑钢筋的平均强度等于fym = 320MPa；测试显示抽样样本在每层混凝土浇筑期间的平均凝土抗压强度fcm = 25。5MPa。 这里使用两种的FRP分层：（1）在每个方柱的两端的单轴GFRP层（单位重量900 g/m2，干纤维的厚度为0。48mm /层，弹性模量为65。7GPa，拉伸强度 1314 MPa，临界应变为0。02）; （2）用于外部沿着第C6柱梁柱衔接处(包括其全部高度)的四轴GFRP层整个层（单位重量为1140g / m 2，干纤维的厚度为0。1096mm /层，弹性模量为65。7GPa，拉伸强度为986MPa，极限应变为0。015）。这里GFRP层压板属性由实验测试提供。
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