A kind of finite segment element model for analysis of shear lag effect in plate and truss composite girder is proposed. The model avoids certain deficiencies in conventional calculations.
提出一种板桁结合梁剪滞效应分析的有限段单元模型，避免了常规计算方法中的某些不足。
The utility model relates to a steel pipe concrete truss node plate type node belonging to civil engineering art field.
本实用新型涉及一种钢管混凝土桁架节点板式节点，属于土木工 程技术领域。
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