1) new reinforcement scheme
新配筋方案
1.
Calculation of shear capacity of new reinforcement scheme deep coupling beams
新配筋方案小跨高比连梁受剪承载力计算
2) reinforcement distributing
配筋方案
1.
Furthermore, its reinforcement distributing based on the computat.
作者根据宽轨枕的几何形状和载荷特点，提出取“中厚板”作为宽轨枕力学模型的设计思想，利用胡海昌的“中厚板”理论对宽轨枕进行结构分析与计算，并进一步给出了相应的配筋方案。
3) new reinforcement deep coupling beam
新配筋方案小跨高比连梁
1.
Verification of availability of the new reinforcement deep coupling beam;
新配筋方案小跨高比连梁有效性的有限元验证
2.
It s shown in experiment that the new reinforcement deep coupling beam has the better ductility and energy dissipation and convenience of construction.
试验表明,新配筋方案小跨高比连梁具有较高的延性和耗能能力,且施工便捷,但试验数据不多。
4) coupling beam with small span-to-depth/new reinforcement scheme
小跨高比连梁/新配筋方案
补充资料：瘦筋筋
1.见"瘦精精"。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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