The panel can be composed of various shapes of stiffeners. Post-weld initial deflection is considered during the process.
加劲板模型可包含多种加劲肋形状，推导过程中计入焊接残余变形的影响。
Iterative formulas of nodal rotational Angle and lateral deflection of truss panel and fixed-moment in end-fixing Vierendeel truss subjected to vertical loads are presented in this paper.
以位移为未知量，根据平衡条件建立了竖向荷载作用下端部固定的空腹桁架节点转角和节间侧移迭代计算公式与固端弯矩的计算方法。
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