elastic foundation beam造句
例句与造句
- On the classification of elastic foundation beams with finite length
关于有限长弹性基础梁的分类 - Elastic foundation beam
弹性地基梁11 - To verify the program , a foundation excavation case is analyzed respectively by dpfbm1 . 0 and elastic foundation beam method
为了检验dpfbm1 . 0程序的准确性，本文采用该程序对工程实例进行了分析。 - Thirdly , study on one kind of composite soil nailing , that is , a combination of soil nails with waterproof cement - soil mixing pile wall , were carried out by the theory of elastic foundation beam
第三，对土钉与水泥土桩联合支护型式中的面层进行了理论分析，并通过实例计算来验证理论分析的正确性和合理性。 - The theoretical model on reinforced earth retaining wall was given . 5 . a lateral displacement analysis model about reinforced earth retaining wall that treats the wall ' s face panel as an elastic foundation beam has been presented
在楔体破坏的基础上，探讨了加筋土支挡结构的侧向土压力分布规律，建立了一种加筋土支挡结构侧向变形分析的理论模型。 - It's difficult to find elastic foundation beam in a sentence. 用elastic foundation beam造句挺难的
- In the pre - stressed anchor supporting structure with beam and column , anchor , supporting structure and soil work jointly , therefore in this paper , rib - column and rib - beam are used models of elastic foundation beams , the solving method of rib - column and rib - beam are given out
由于锚杆和支护结构以及周围土体是共同工作、彼此协调的,因此肋柱、肋梁按弹性地基梁进行计算,并推导出计算公式。 - Based on elastic foundation beam method , three - dimensional finite element analysis is used for foundation excavation . however , analysis results are influenced by limitations of elastic foundation beam method , rheological effects , plastic behavior of soft soil ca n ' t be considered
本文选择基坑工程中广泛采用的传统弹性地基梁法进行三维有限元分析，探讨了内撑式围护结构的总体性状，并对环梁进行稳定分析。 - ( 2 ) the static experiment about six geometry comparable elastic foundation beams is carried through , and the static trait of non - reinforcing steel bar concrete foundation beam is gained . in the qualitative point of view , the static comparability between geometry comparable elastic foundation beams is validated
( 2 )对6根几何相似的弹性地基梁进行了静力试验，获取了无配筋混凝土地基梁的静力特性，并从定性的角度验证了几何相似的弹性地基梁静力特性相似。 - Two numerating methods are used in traditional structural design of gate chamber . first , considering the gate frusta to be fastened on the weir body , it is calculated as plane stress problem independently . then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body , and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
传统闸室结构计算有两种计算方法，其一是将闸墩视为固端于堰体上，单独进行闸墩平面受力计算，再将闸墩下部的计算结果(弯矩和垂直力)作为集中荷载作用于堰体上，堰体作为弹性地基梁或板进行片面应力计算。 - The present paper based on the mechanism of the vibration ' s production and transmission , simplifying the track system as elastic foundation beam model , and using a moving load which act on the beam to simulate the train , regarding four sorts of track system as research object , to evaluate the model of the vibration propagating of the track system under the moving load
本文基于振动产生及传播的机理，将轨道系统简化为弹性地基梁模型，将运行的列车模拟成一个作用在梁上的移动荷载，以新干线、 tgv 、在来线以及国内的武汉轻轨等四种轨道系统为研究对象，对移动荷载作用下轨道系统的振动传播模型进行了评价。 - Foundation structure design in soft soils is a very difficult engineering problem . the elastic foundation beam method has some merits such as easy calculation pattern and definite model and m - method is fit to practical situation , so it is used comprehensively and welcome by constructors , thus m - method is recommended by many codes . but it is difficult to select a m - value to some soils , and the codes provides a scope of m - values , and they are different in varied regions and soil conditions , thus it is optional to choose m - value of a soil layer for engineering designers . so it is necessary to calculate m - values by back - analysis method using measured datu of deep foundation pit
软土地区的深基坑支护结构设计是一个十分复杂的工程问题，由于弹性地基梁法具有计算模式明确、计算过程简单的优点，尤其是m法较符合软土基坑工程的实际情况，因而受到广大工程设计人员的欢迎，大多规范也推荐此法。但是m法计算参数的选取是工程界的一大难题，一般规范都给出了m值的大致范围，而且每个地区的地质条件千差万别，因而m的取值具有很大的随意性，有必要根据一个地区的工程实测资料对m值进行反演分析，以便为地层相近或附近地区的基坑工程设计提供参考和依据。 - The infinite - length elastic foundation beam model of the facing were analyzed in horizontal and vertical modeling . in order to calculate simplified , a new method , which internal forces of cross sections of the facing in vertical were studied by kinematical displacement , was proposed and the calculate formula of facing were derived from different situation and strength of the cross sections were designed and checked
将面层视为弹性地基梁，建立了水平向地基梁和竖直向地基梁的计算模型，提出了用机动位移计算外力矩的新思路，并推导出了面层在不同的受力情况下的内力计算公式，并进行了强度验算和面层设计，验证了试验中观测到的面层的破坏形态。