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本文根椐专题报告提供的试验与实测资料,应用文克尔理论,将边载引起的地表沉陷,用等效的外荷载作用于截条梁上的方法,建立基本微分方程式,解得边荷载作用下的截条梁内力.
Based on the experimental and measured data provided in the special report of this paper, applying the Winkler theory, the surface subsidence caused by side loading and the equivalent external load acting on the truncated beam are used to establish the basic differential equations and solve the side load effect. Under the interception beam internal force.