1) SRLC beams
劲性轻骨料混凝土梁
1.
The experiment is reported on steel reinforced light aggregate concrete beams(SRLC beams).
对劲性轻骨料混凝土梁的正截面承载力进行了试验,并用《钢骨混凝土结构设计规程》(YB9082—97),《型钢混凝土组合结构技术规程》(JGJ138—2001)和ANSYS软件对其进行了计算分析。
2) lightweight aggregate concrete beam
轻骨料混凝土梁
1.
Factors in natural frequency of lightweight aggregate concrete beam
影响轻骨料混凝土梁自振频率的因素
3) composite steel-concrete beam with lightweight aggregate
钢-轻骨料混凝土组合梁
1.
Analysis for effective width considered slippage of composite steel-concrete beam with lightweight aggregate;
钢-轻骨料混凝土组合梁考虑滑移的有效宽度分析
4) concrete beam with formed steel light aggregate
型钢轻骨料混凝土梁
1.
The experiment involves using least-squares method to develop the calculation formula of the maximum crack width of the cross-section bending of the concrete beam with formed steel light aggregate.
为有效控制型钢轻骨料混凝土构件的裂缝宽度,采用跨中集中荷载的加载方式,进行型钢轻骨料混凝土梁开裂实验,分析裂缝宽度与荷载的关系,利用最小二乘法,得到型钢轻骨料混凝土梁的正截面受弯最大裂缝宽度计算公式。
5) steel-light weight concrete composite beams
轻骨料混凝土组合梁
1.
Static test of eight steel-light weight concrete composite beams with re-entrant trough profiled steel sheeting specimens were conducted to study the flexural rigidity of the composite beams.
完成了8个钢-闭口型压型钢板轻骨料混凝土组合梁试件的静力试验,对组合梁弯曲刚度计算方法进行研究。
6) steel reinforced concrete (SRC) beams
劲性混凝土梁
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