1) general elastic foundation beam method
通用弹性地基梁法
1.
Based on the study of the advantages and shortcomings of the general elastic foundation beam method for deep excavation, the authors proposed a computational model and analysis procedure of common deformation method considering interaction between supporting structure and soil layers.
在分析基坑工程通用弹性地基梁法优缺点的基础上，建立了考虑结构变形与土体相互作用的共同变形法计算模型及分析程序。
2) beam on elastic foundation method
弹性地基梁法
1.
In this paper, the pipe joint mechanical model and beam on elastic foundation method are put forward according to the characteristic of curve pipe jacking engineering, then they are used to calculate and analyze the jacking force, joint stretching value, pipe internal force, earth resistance and the stability of earth.
针对曲线顶管工程的特点 ,通过建立管节 -接头力学模型及弹性地基梁法 ,对顶管施工的顶力、管接头张开量、管段内力、土体抗力及土体的稳定性等进行了计算与分析 ,研究成果在大口径小半径曲线顶管施工实践中的成功应用 ,证明其对今后同类工程具有较好的指导意义和实用推广价
2.
Based on the beam on elastic foundation method,a new calculation model for a double-row piles retaining structure is proposed.
考虑了土压力的空间效应,分析并计算了冠梁对双排桩支护结构的变形协调作用;考虑了滑移面和排距对作用在前后排桩上的土压力的影响,在弹性地基梁法的基础上,提出了一种新的双排桩支护结构设计计算模型。
3.
Based on the beam on elastic foundation method, a n.
基于弹性地基梁法的基本思想,提出了一种双排桩支护结构设计计算理论模型;利用该模型对河北邯郸市某双排桩深基坑支护结构进行了理论计算,并将计算结果与工程实测资料进行了对比分析。
3) elastic foundation beam method
弹性地基梁法
1.
Based on the result of elastic foundation beam method and FEM method,the mechanics of the piles in the groin is studied.
排桩式丁坝是一种新型的水工结构,利用弹性地基梁法和自编的有限元程序计算分析了涌潮作用下的钱塘江排桩式丁坝的内力,研究分析了排桩式丁坝在涌潮作用下的受力机理。
2.
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.
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。
4) elastic foundation beam
弹性地基梁
1.
The application of elastic foundation beam in the longitudinal design of shield tunnel;
弹性地基梁法在盾构隧道纵向设计中的应用
2.
Discussion on calculation methods for elastic foundation beam;
浅谈弹性地基梁的计算方法
3.
On the effect of inner force on elastic foundation beams with different elastic characteristics;
弹性地基梁的弹性特征对梁内力的影响
5) beam on elastic foundation
弹性地基梁
1.
Dynamic response of beam on elastic foundation caused by variable speed moving load;
变速移动荷载作用下弹性地基梁的动态反应
2.
Application of bar system FEM for beam on elastic foundation in supporting design for a deep and large foundation pit engineering;
弹性地基梁杆系有限元法在深大基坑工程支护设计中的应用
3.
In order to improve the analytical accuracy of the deformation and proper vibration of beam on elastic foundations, the “multi-resolution” concept of wavelet analysis was introduced into conventional Finite Element Method.
为了提高有限元法对弹性地基梁的变形和固有振动的分析精度,将小波分析的“多分辨”分析思想引入传统有限元法。
6) beams on elastic foundation
弹性地基梁
1.
The beams on elastic foundation were calculated by means of Laplace s integral transformation.
利用拉普拉斯变换方法来计算弹性地基梁,得到了有限长弹性地基梁的弯曲变形、剪力和弯矩的统一表达式。
2.
A special finite difference method is applied to analyse the beams on elastic foundation.
采用特殊处理的有限差分法求解弹性地基梁的挠曲方程,剪应力连续的区域用 Runge-Kutta 差分法离散,不连续的奇异点根据内力平衡条件建立传递矩阵。
3.
In this paper, According to the infection line method, the maximal values (sefflement, shear and moment) of the tunnel are calculated by using the theory of beams on elastic foundation.
本文根据弹性地基梁原理 ,采用计算各截面的影响线方法 ,按最不利情况加载 ,得到了最大的反应值 (沉陷、剪力和弯矩 )。
补充资料：弹性地基梁法
弹性地基梁法
method of beam on elastic subgrade
tanxing dili Iiangfa弹性地基梁法(method of beam on elas-:ic subgrade)垂直水流方向将水闸底板截取为单宽截条并作为弹性地基上的梁进行内力计算的方法。其内力计算简图与截面法基本相同，但横向地基反力不再假定为均匀分布，而是根据地基与梁的弹性变形一致的原则进行具体的计算〔见图)。此外，弹性地基梁法还计及边荷载对地基变形的影响。因此，本方法较之倒，梁法、截面法合理，常用于大、中型水一夕一~浮托力渗透压力地基反力 ┌───┬─┬──┐ │闸墩 │1 │1 │ │ 刁 │! │l__ │ ├───┼─┼──┤ │1拿 │n │li │ └───┴─┴──┘ ┌─────┬─┬─┬───┐ │闸墩 │ │ │扮 │ │ 口 │ │ │ │ ├─────┼─┴─┼───┤ │侣一 │〔 │r，了 │ └─────┴───┴───┘ ┌───────────┬──┬────┐ │‘..~-.-.~二二~-.曰.. │T │丫 │ │ 闸墩 │! │/ │ │ 截条一 │L │ │ │ │/ │ │ └───────────┴──┴────┘ ┌──┬─┬─┐ │即 │尸│田│ └──┴─┴─┘ ┌─┬─────────┬────┬───┐ │{ │{ │灌几 │·!) │ └─┴─────────┴────┴───┘ 闸底板荷载分布闸底板的设计。具体计算方法见弹性地基上梁的计算，但由于地基的性能参数不易准确选择，什算结果也难以完全符合实际。对于复杂地基可按弹性地基上的框架决行平面或空间有限元法计算。
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