载荷分担,loads-sharing
1)loads-sharing载荷分担
1.Further, the model is applied to a system with loads-sharing.进一步,将其应用到载荷分担的系统中。
2)load sharing荷载分担
1.Through the comparison of the model test result s and the numerical ana lysis, the loading transfer mechanism of pile in four?pile foundation is summar i zed, the back pressure characteristic of the cap and the additional pressure dis tribution in the soil are depicted, and the load sharing behavior of piles and s oil is compared.通过对单桩、带承台单桩和不同桩距群桩的模型试验结果分析 ,并与群桩试验的数值计算结果对比 ,总结了群桩中桩体的荷载传递规律 ;描述了板底土体反力和板下土体附加应力分布特性 ;比较了不同桩距群桩的荷载分担状况。
2.The load sharing among piles and soil as well as the settlement of foundation varied with change of superstructure loads were observed in construction and in the early service.对采用带垫层的长-短桩复合地基的1幢14层小高层建筑,在建造和使用过程中观测了长桩、短桩和地基土的受力状况以及基础沉降的变化,并由此分析了长-短桩复合地基中的桩-土荷载分担特性、桩-土共同作用机理和荷载-沉降特性,所得结论可为进一步的理论研究及工程设计提供有益的参考依据。
英文短句/例句

1.Study on Reinforcement-curtain Effect and Pile-soil Load Share Ratio of Pile Groups;群桩“加筋遮帘”效应及桩土荷载分担比研究
2.Influence of pile spacing, pile cap dimension and angle of internal friction of embankment filling on the pile efficacy is analyzed.研究了桩间距、桩帽大小和填料内摩擦角对桩体荷载分担比的影响。
3.The key point in the piled raft foundation design is to determine the proportion of load carried by piles and raft and the effect of diminished settlement of piles.桩筏基础设计的关键在于确定桩筏的荷载分担比及桩对减小沉降的作用。
4.A load or burden that is too full or heavy.超载过量或过重的载荷或负担
5.irregularly distributed load非匀布荷载;不规则分布荷载;不均匀分布荷载;不平匀分布荷重
6.The loads for which a building must be designed may be classified into dead loads,vertical live loads,and lateral live loads.设计建筑物必须考虑的荷载可分为恒载、竖直活荷载和侧向活荷载。
7.There is one oil groove in the bronze bushing, where lubricant can flow into the axis from the oil hole on the cap of housings.轴瓦内表面的不承担载荷部分开有油槽,润滑油通过进油孔和邮沟流进间隙。
8.Finite Elemtnt Analysis of Cable-Stayed Bridge under Static and Wind Loadings;静载荷与风载荷作用下的斜拉管桥有限元分析
9.Analysis of Estimating Ultimate Loading and Static Test of Screw Pile Under Inclined Loading承压螺旋桩斜向荷载试验与极限荷载判定分析
10.Analysis of horizontal buckling loads of structure with consiering the influence of vertical loads考虑竖向荷载影响的结构水平临界荷载分析
11.Analysis on load transfer for caped piles under large area of embankment大面积路堤荷载下带承台桩的荷载传递分析
12.Analysis on the circumscription of the heavy camion and its limited loading重型载重车辆加载安全区域与极限载荷分析
13.Second, measure the load of the gear and its revolutional speed in step, and change the load distribution on time into another load distribution on loaded numbers.制谱时应把载荷时间分布按载荷—转速规律化为载荷次数分布,然后进行制谱。
14.Survey Results for Concrete Construction Live Loads and Analysis of Load Effects Using Influence Surfaces建筑施工期活荷载统计分析及荷载效应影响面分析
15.Fragment distribution analysis of masonry wall under blast load爆炸荷载作用下砌体墙碎片分布分析
16.The major portion of the loading on an open frame structure consists of the drag loading.作用在构架外露的结构物上的载荷,大部分是由拖曳载荷构成。
17.The load at each bearing point is the sum of the two distributed load on two ends.每个支吊点的荷载为前后两跨段所分配荷载之和。
18.Distributed loadis regarded as polynomial function or uniformly distributed moment alh ng the edge.荷载采用了多项式形的分布荷载及均布边缘力矩。
相关短句/例句

load sharing荷载分担
1.Through the comparison of the model test result s and the numerical ana lysis, the loading transfer mechanism of pile in four?pile foundation is summar i zed, the back pressure characteristic of the cap and the additional pressure dis tribution in the soil are depicted, and the load sharing behavior of piles and s oil is compared.通过对单桩、带承台单桩和不同桩距群桩的模型试验结果分析 ,并与群桩试验的数值计算结果对比 ,总结了群桩中桩体的荷载传递规律 ;描述了板底土体反力和板下土体附加应力分布特性 ;比较了不同桩距群桩的荷载分担状况。
2.The load sharing among piles and soil as well as the settlement of foundation varied with change of superstructure loads were observed in construction and in the early service.对采用带垫层的长-短桩复合地基的1幢14层小高层建筑,在建造和使用过程中观测了长桩、短桩和地基土的受力状况以及基础沉降的变化,并由此分析了长-短桩复合地基中的桩-土荷载分担特性、桩-土共同作用机理和荷载-沉降特性,所得结论可为进一步的理论研究及工程设计提供有益的参考依据。
3)load distribution荷载分担
1.The load distributions under the pile caps are studied,considering the influences of the number of piles,pile spacing and bearing conditions.然后对比分析了单桩和群桩、群桩中桩数(桩距)以及端承条件不同(纯摩擦与端承摩擦)等影响因素下,不同方案所得到的基底桩间土反力分布、承台下各桩荷载分配的规律以及桩土荷载分担情况等一系列有意义的结果。
4)shared load分担荷载
1.The properties of shared loads between pile and earth in composite ground are also studied.本文结合水泥土桩复合地基载荷试验, 现场量测了桩顶反力、桩间土反力, 分析了复合地基的桩土应力比、桩体应力集中系数、桩间土应力减小系数,并对复合地基中桩土分担荷载的特性进行了研究。
5)share of load荷载分担比
6)load share ratio荷载分担比
1.Through pressure metre under embankment,the magnitude of pile-soil stress ratio and its variation with the time are measured,and the variation of pile-soil load share ratio with time is analyzed.通过在路堤下埋设钢弦式压力盒,获得了路堤下低强度砼桩、水泥搅拌桩以及土的应力比数值随时间的变化规律,并分析了三者荷载分担比随时间的变化特性。
2.It can be found that the load share ratio decreases as the pile spacing increases.研究表明:桩间距越大,桩体荷载分担比越小;软土层未打穿时荷载分担比为61。
延伸阅读

比例分担条件比例分担条件  【比例分担条件】投保人以一个保险标的同时向两家或两家以上的保险公司投保同一危险,或两个以上保险公司同时承保同一保险标的,在发生赔款责任时的分担条件。在重复保险或共同保险中,保险金额的总和往往超过保险标的的可保价值,但根据被保险人不可获得双份赔偿的原则,投保人所能获得的最高赔偿金额,只能是其投保财产的可保价值。因此,在发生保险财产损失时,通常都采取比例分摊办法,按各保险人各自承担的金额占总保险金额的比例分摊赔款。