摘要
结合闭口压型钢板—轻质混凝土组合板的应用现状,阐述了该新型屋面结构的优点,通过试验对其抗弯刚度性能进行了研究,并总结了抗弯刚度的理论计算公式,得出计算结果与实测值吻合较好的结论。
Combined with the application status of the closed-section profiled steel slabs deck-lightweight-concrete composite slabs,the paper describes the advantages of the new roof structure,studies the bending stiffness through the experiment,and summarizes the theoretical formula of the bending stiffness,obtains the conclusion that the numerical calculation tallies with the measured values.
引文
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