Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.
在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。
The initial load is hardly influence the flexural bearing capacity of CFRP-strengthened RC beams.
梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。
Based on the tested results, the formulae for calculating flexural bearing capacity and flexural stiffness of LACFST are suggested.
基于试验结果，建议了计算钢管轻集料混凝土抗弯承载力与与抗弯刚度的规范公式。
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