1) converting proportioning of span and beam depth
折算剪跨比
2) shear span ratio
剪跨比
1.
deep flexural members, the effects of shear span ratio and pre-stressed bars are taken into account in the calculation of shear capacity.
结合4根预应力深受弯构件的实验,分析不同剪跨比和不同预应力筋对构件抗剪承载力的影响。
2.
It is proved that the shear capacity of beams decreases when the shear span ratio increases.
文章对12根钢骨轻骨料混凝土斜截面承载力进行了测试,分析研究了构件梁的破坏机理,钢骨与轻骨料混凝土共同工作性能,影响构件梁抗剪承载力的主要因素等问题,证明了随着剪跨比的增加,梁的抗剪承载力降低。
3) small shear span ratio
小剪跨比
1.
Experimental study on carrying capability of corbels of small shear span ratio;
小剪跨比牛腿承载性能试验研究
4) shear span-depth ratio
剪跨比
1.
A simplified softened truss model for design and analyses of the shear strength of RC short corbels is proposed,the parameters reviewed include the concrete strength,the shear span-depth ratio,and the amount of horizontal hoop.
用简化的软化桁架模型对钢筋混凝土短牛腿进行抗剪强度分析和设计,考虑的参数包括混凝土强度、剪跨比和水平箍筋的数量。
2.
This paper discusses the effect of shear span-depth ratio and stirrup on shear property by means of the shearing tests for reinforced coal-gangue concrete simulated simply supported beams.
通过２８根煤矸石砼拟简支梁抗剪强度试验，探讨剪跨比和配箍率对煤矸石砼拟简支梁抗剪性能的影响规律，并对试验结果与《轻骨料砼结构设计规程》中抗剪公式计算值进行对比分析。
5) shear-span ratio
剪跨比
1.
The influence of shear-span ratio on the behavior of special-shaped columns;
剪跨比对异形柱受力性能影响初探
2.
The former is great influenced by the axial compression ratio with the shear-span ratio greater than 2,w.
从已有的试验数据出发,考察CECS146:2003《碳纤维片材加固修复混凝土结构技术规程》和GB 50367—2006《混凝土结构加固设计规范》所提供碳纤维环向缠绕加固混凝土柱抗剪承载力计算公式与试验结果的吻合程度,结果表明二者所提供的抗剪承载力计算方法都基本能够满足工程要求,后者的计算结果和试验值的吻合程度较好,而前者较为保守,在实际工程中,当轴压比不变时,剪跨比对前者的影响大;对于非短柱(剪跨比>2),轴压比对后者的影响大。
3.
In reinforced concrete tall building structures, the sections of the frame columns are larger and their shear-span ratios are smaller due to the limitation of the axial-compression ratio of the columns.
在钢筋混凝土高层建筑结构中,由于柱轴压比的限制,框架柱的截面大、剪跨比小,在结构底部经常形成短柱甚至超短柱,短柱延性差,地震时易发生脆性剪切破坏而导致结构破坏甚至倒塌。
6) shear-span ratio(λ=2.5)
剪跨比(λ=2.5)
补充资料：GDP折算指数
GDP折算指数：是名义的GDP和实际的GDP的比率。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条