Using the curve fitting method, the test results are quantified. The shear rigidity of two specimens is gained.
利用曲线拟合方法对试验数据进行了量化，得到了两组试件的抗剪刚度。
The analysis of sidesways of staggered steel truss structure is discussed. The mathematical model of an equivalent continum is proposed and solved by the lateral shear rigidity method.
对交错钢桁架结构的侧移分析，采用连续化的数学模型和侧向抗剪刚度法。
Furthermore, since the stud and wallboard are connected by self-drilling screws, the fastening pieces between steel and wallboard tests are taken to get the shear rigidity.
由于墙板和立柱是通过自钻螺钉连接在一起，因此对钢板-墙板之间由自钻螺钉相连的抗剪性能进行了试验研究，得到了连接件的剪切刚度。
Furthermore, since the stud and wallboard are connected by self-drilling screws, the fastening pieces between steel and wallboard tests are taken to get the shear rigidity.
由于墙板和立柱是通过自钻螺钉连接在一起，因此对钢板-墙板之间由自钻螺钉相连的抗剪性能进行了试验研究，得到了连接件的剪切刚度。
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