English translation for "弯距"

bending moment

Related Translations:

弯:  Ⅰ形容词(弯曲) curved; bent; crooked; flexuous; tortuous 短语和例子弯弯的月牙儿 a crescent moon; 弯弯曲曲的河 a meandering river; 树枝都被厚雪压弯了。 the branches are weighed down by a heavy layer of snow.Ⅱ动词1.(使弯曲) curv

距:  Ⅰ名词1.(距离) distance 短语和例子行距 the distance between rows of plants2.(雄鸡、雉等的腿的后面突出像脚趾的部分) spur (of a cock, etc.)Ⅱ动词(相距) be apart [away] from; be at a distance from 短语和例子相距不远 not far from each o

Example Sentences:

	1.	Usually , cubic splines are expressed by four polynomial coefficients of each cubic piece 摘要三次自然插值样条常用分段表示法，通过三弯距方程进行求解。
	2.	The node that articu - lates designs beam column , can bear larger step in curved rules , the curved distance of sus - pension column is little , suits the building on soft land base 梁柱铰接的节点设计，能承受更大的跨中弯矩，柱脚弯距小，适合于软土地基上的建筑物。
	3.	Nowadays , the pcc pile have been widely used for soft ground improvement and application of foundation engineering . the behavior of pcc pile , that subjected to lateral load has been studied in this paper . the behavior of the pcc pile has involved moment and horizontal displacement and load of pcc pile . they are studied by in the physical model experimen , field test finite element numerical analysis , and exponential progression solution . in additional , the comparatively computal analysis are carried out among pcc pile , cast - in - situ concrete circular pile , prefabricate concrete square pile , and obtain some signification conclusion 本文主要围绕现浇混凝土薄壁管桩(以下简称pcc桩)这一新型的桩基结构型式的水平承载性状展开研究，通过室内模型试验、现场试验、有限元数值模拟分析试验及弹性幂级数解析法分析等手段，对pcc桩水平承载的桩身受力性状，桩身挠曲位移，桩身弯距分布，桩与桩周土相互作用的地基反力等几方面进行了初步的探讨和研究，最后将pcc桩与目前工程中的两种常用于承受水平荷载的桩型进行对比计算分析，得到有意义的结论。
	4.	For details . the main contents are as follow : 1 . . developing a physical model experiment can simulate the behavior of the pcc under lateral load , the curve of p - y and curve of moment distribution and load against soils are obtained . the results indicated that performance of the pcc pile under lateral load is very fine 通过室内试验手段，对pcc桩水平承载的一般受力性状进行了研究，得到了桩顶p ? y曲线，桩身弯距分布曲线，及桩周土地基反力分布曲线，试验的结果表明，由于pcc桩抗弯刚度很大，具有很好的水平承载性能。
	5.	Contrast with the results , the dissertation concludes that the axial loads of column have no essential variation , the variations of moments and shear forces of column are small under horizontal loads in contrast with the structure system in elastic ground , the moments and shear forces variation of column cannot be neglected , and the structure system with different foundation have the close degree variation 通过对比分析，本文认为水平力作用下交错桁架体系柱的轴力基本不变，弯距及剪力响应数值变化不大。竖直荷载作用下，与弹性地基计算结果比较，弯矩及剪力均存在不可忽略的变化，且不同形式基础其影响的程度基本相近。
	6.	Meanwhile , the key research topics are focused on how to reduce the differential settlement between the main tall building and the anex on soft ground , where to set the post - cast strip , and what cause the smart change of the internal force of plate under the core canister of tall building . an experiential equation for estimating the maximum moment of plate is advanced . a method for calculating the range and the thickness of the local enganced plate and another experiential equatio n for estimating the increment of maximum moment of the local plate are also suggested 同时着重就软弱地基中减小高层建筑主裙房之间沉降差异的措施、施工后浇带的设置位置，以及高层建筑核心简体下筏板内力变化剧烈等问题展开了分析，提出了筏板最大弯矩估算值的经验公式，获得了简体下局部筏板加厚处加厚范围及加厚厚度的取值方法及加厚处最大弯距增幅估算值的经验公式，为今后设计同一类型高层建筑提供一些借鉴。
	7.	Initial rotational stiffness ri and ultimate moment capacity mu of top - and seat - angle steel connections is given in this text . initial rotational stiffness rt and ultimate moment capacity mu of top - and seat - angle with double web - angle steel connections is given in this text . it is right by comparison with experiment 推导了顶底角钢、腹板双角钢连接的初始连接刚度r _ i ，顶底角钢、腹板双角钢连接的极限弯矩承载力并经和试验比较得出两种连接型式的初始连接刚度、极限弯距承载力其理论值和试验值的相对误差在工程允许的范围内。

Similar Words：

"弯矩增值" English translation, "弯矩中心" English translation, "弯矩中心线" English translation, "弯矩轴" English translation, "弯举" English translation, "弯卷函数" English translation, "弯靠" English translation, "弯靠停留" English translation, "弯靠与停留" English translation, "弯靠暂停留" English translation