And the relationship between the affecting degrees of factors influencing lateral displacement ( pile ) rate , the depth of layer , loading is researched by procedure analysis of loading , affecting factors and depth of layers respectively . the general laws of affecting degree of factors influencing lateral displacement rate with the depth of layers , in every layer and during loading process are gained 通过影响因素对侧向位移速率的影响程度与层位位置关系的加载过程分析、与荷载关系的因素矩阵分析和层位矩阵分析得知：影响因素对各层位的侧向位移速率影响程度总规律、各层位处影响因素对侧向位移速率影响程度及其规律；加载过程中影响因素对侧向位移速率影响规律。
Three kinds of springs were used to imitate different lateral stiffness of soft ground , and special drawers with sliding path were modeled as lateral displacement pile of embankment during its filling periods , with the function of reinforced - mat considered . on the basis of the data of tests designed by thogonal table l9 ( 34 ) , three kinds of ( factor , depth of layer , loading ) state matrixes are obtained which could be used for procedure analysis by making use of the principle of information matrix conformation 用弹簧模拟土体的侧向刚度，用可滑动的特殊抽屉模拟软基填筑路堤坡脚的边桩，并基于对边桩侧向位移速率影响程度室内模型试验测试数据，利用信息矩阵构造原理，构造了总揽全局的、可用于过程分析的三种(因素、层位和荷载)状态矩阵。
The use of equation provided by codes implies that some inelastic panel zone distortion is expected at the predicted strength , and therefore the panel zone is expected to contribute to energy dissipation in a controlled manner during severe seismic loading . the finite element models utilized in this study , and analysis and results are hoped to be some proof for the code modification 由于节点域受剪变形，参与了能量耗散，其非弹性变形增加了钢框架的侧向位移，各国对此进行了很多研究；本文将节点区变形分解为梁、柱和节点域的变形，并推导出了计算公式，从公式中可以看出各部分对侧移的贡献。
This paper analyzes the optical characteristics of fiber grating according to the theory of mode - coupling in nonsymmetrical optical wave - guide , which affords the gist for the testing of optical characteristics and tuning characteristics of fiber grating . moreover , we deduce the linear relationship between reflected wavelength shift of fiber grating and vertical displacement of cantilever beam which the fiber grating is sticked on 论文根据非均匀光波导中的模式耦合理论，分析讨论了光纤光栅的光学特征，为光纤光栅的光学特性和调谐特性的测试提供理论依据；并根据材料力学原理推导了光纤光栅波长漂移量与侧向位移的线性调谐关系。
However , in the existing design criterion , the calculation methods which base on one - dimensional consolidation theory can ’ t take into account the additional settlement caused by the lateral displacement that generated by the plastical flow of the soft foundation . it leads the calculation final settlement to be less than the actual settlement which leads the settlement after construction completed to be on the big side , and affect the project ’ s quality 然而,现有设计规范中的基于单向固结理论的沉降计算方法,不能考虑软土地基由于塑流引起的侧向位移所产生的附加沉降,致使设计计算的最终沉降量小于实际沉降量,造成工后沉降偏大,影响工程质量。
( 2 ) the lateral deformation is effectively limited by reinforced earth layers and the settlement becomes small . @ the lateral deformation is enlarged on soft foundations , and the settlement becomes large . @ the reinforced earth layers on soft foundations behaves extension . the response behaviors of high sand - gravel embankment are indicated as the following : ? he amplification factor of earthquake acceleration varies with reinforced earth structure . ( 2 ) the basic frequency of the original embankments in different reinforcement conditions is about 0 . 76hz . ? the amplitude of dynamic deformation appears small and the dynamic stability is safe 研究表明：加筋土体能有效地限制路堤的侧向位移发展，减小沉降变形量；软基路堤的侧向位移较大，将显著地增大路堤的沉降变形；软基上加筋土垫层中产生的拉应力最大；加筋砂砾土路堤在振动荷载作用下动变形反应较小，具有良好地动力稳定性。
Through analyzing the test data of lateral displacement of the composite semitic walls with structural concrete columns under the action of horizontal loading , and combining the existent wall lateral displacement theory and calculate formulae , the approximate calculation method of lateral displacement of the semitic walls which are composed of brick and concrete was summarized 摘要通过对带构造柱的组合抗震墙在水平荷载作用下侧向位移的试验数据分析，并结合己有的墙体侧向位移理论计算公式，总结出了砖-混凝土组合抗震墙体侧向位移近似计算方法。
Bearing capacity and displacement are two main problems in the application of geotechnical engineering . based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid , twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i . e . reinforcement , angle of reinforced slope , the designed - length of reinforcement and the distance between layers of reinforcement ) . the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data , and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis 承载力(强度)和变形是岩土工程应用领域的两大主要问题，本文以纸和窗纱布模拟加筋土边坡的土工格栅，在一系列拉拔试验的基础上，以正交设计理论分别安排27个极限应力状态和若干个工作应力状态加筋土边坡模型试验，并以模型试验获得的数据为依据，采用误差、极差及回归分析方法，探讨了加筋土边坡承载力与筋类、筋长、层间距、坡角4因素的相关关系，获得了在外荷载作用下加筋土边坡的侧向位移随坡高的变化规律(并进行了定性解释)和坡顶的竖向位移特性，并分析其主要控制因素。
Therefore , tension tests of geogrids , pull - out tests between geogrids and expansive soils or sands , the related geotechical tests of soil " s properties , and model tests of soft ground improvement , were carried out for obtaining the engineering properties , quality index of geogrids , interaction parameters of friction characteristics between reinforcement and soils , and the affecting degree of factors influencing the lateral displacement ( pile ) rate during the construction of embankment filling with ( residual ) settlement considered restrictively 本文以国内外大量研究成果为基础，集中力量开展控制变形的特种土作填料的物理改良技术和加筋垫层在控制沉降软基处理的作用研究，其核心是筋土界面相互作用关系。为此，进行了为确定土工格栅工程特性和寻找质量控制指标的拉伸试验、筋土界面设计参数合理获取的拉拔试验及其配套土工试验、软基上路堤填筑过程中坡脚的侧向位移及其速率的影响因素的室内模拟试验。
Then , this paper edits other computer program to calculate thirty sgrc frame columns , and researches the drift capacity of sgrc frame column , and analysis the turning capacity of frame column " s plastic hinge . then the relational expression of the curvature ductility factor and ratio of hoops of sgrc frame columns is derived . this paper analysis the relation of the curvature ductility factor and the relative drift of sgrc frame columns , and discuss the question of the minimum values of ratios of hoops of sgrc frame column at different axial load ratios 一11一太原理工大学硕_ i :学位论文使用本文程序另外模拟计算了30榻煤研石混凝土框架，进一步分析了轴压比和配箍率对煤研石混凝土框架柱曲率延性的影响，编写程序计算了30根煤研石混凝土框架柱，对煤研石混凝土框架柱的侧向变形能力进行了研究，分析了柱塑性铰的转动能力，导出了煤研石混凝土框架柱的曲率延性系数与配箍率的关系式，分析了煤研石混凝土框架柱的曲率延性系数与框架柱相对侧向位移的关系，讨论了煤研石混凝土框架柱在不同轴压比下最小配箍率的取值问题。
