变形性状,deformation behavior
1)deformation behavior变形性状
1.Influence factor analysis ofdeformation behaviors for reinforced backfills behind abutment;桥台后加筋回填变形性状影响因素分析
2.FEM Analysis on Deformation Behavior of Deep Excavation Considering Foundation Pile;考虑工程桩的存在对深基坑变形性状影响的有限元分析
3.0,analyzes thedeformation behavior of single-pile composite foundation under the action of horizontal load, discusses the influences of the size of vertical load and thickness of cushion on horizontal displacement of pile top,and shows by researching results that big vertical load and thick cushion course can reduce the displacement of pile top,which is propitious for the safety of pile.0对复合地基进行了有限元仿真分析,分析了单桩复合地基在水平荷载作用下的变形性状,主要讨论了竖向载荷大小和垫层厚度不同对桩顶水平位移的影响,研究结果表明:竖向载荷越大,垫层厚度相对较大,都会减小桩顶位移,有利于桩身安全。
英文短句/例句
1.Field Test Research on Deformation Behavior of Deep Foudation Pit in Soft Clay Area;软土深基坑变形性状的现场试验研究
2.Research on Deformations in Excavations Based on BPN;基于BPN的基坑变形性状的应用研究
3.Study on Deformation Characteristic of Large Spacing Deep Mixing Pile Composite Foundation;大桩距搅拌桩复合地基变形性状研究
4.Creep and Concurrent Deformation Analysis of Deep Excavations in Soft Clay;软土深基坑工程流变及共同变形性状研究
5.The Research of Deformation and Slope Stability of High Fills Embankment Soaked in Water;浸水高填方路堤变形性状及边坡稳定性的研究
6.The Deformation Properties of the Rigid Pile Composite Foundation Acted by the Horizontal Load;水平荷载作用下刚性桩复合地基的变形性状
7.Study on Deformation Characteristics and Stability of High Embankment Filled by Coarse Grained Soils on Sloping Ground;粗粒土斜坡高路堤变形性状与稳定性研究
8.Stress-Deformation Behavior of High Concrete Face Rockfill Dams Built on Thick Alluvium Deposits;深覆盖层上高面板坝应力变形性状研究
9.distortion energy plasticity condition形状变形能塑性条件
10.The property of returning to an initial form or state following deformation.弹性形变后恢复到原来形状或状态的性质
11.Oxidation,transformation and deformation characteristics of Ti-49.8Ni shape memory alloyTi-49.8Ni形状记忆合金的氧化、相变和形变特性
12.test method to prove the resistance to initial ring deflection检验初始环状变形可能性的方法
13.Martensitic Transformation of Ni-Fe-Ga Magnetic Shape Memory AlloyNi-Fe-Ga磁性形状记忆合金马氏体相变
14.Strain sensing properties of shape memory alloyNiTi形状记忆合金应变传感特性分析
15.The Deformation Mechanism and Nonlinear Creep Constitutive Model of Bedded Salt Rock;层状盐岩变形机理及非线性蠕变本构模型
16.Variance in Growth and Stem-form Qualities of Europhylla. urophylla×E. grangdis Clones尾巨桉无性系生长与形质性状变异研究
17.Research Progress in Studies on Characteristics of Transformation and Deformation in Ti-Ni Shape Memory Alloys Fabricated under Various Processes不同加工态Ti-Ni基形状记忆合金相变、形变特性研究进展
18.Study on Activ Deformation Behavior of the Sma Composite Thin-Walled Box-Beam形状记忆合金复合材料薄壁箱形梁的主动变形特性研究
相关短句/例句
shape invariance形状不变性
1.Starting from the operator factorization in Quantum Mechanics and combined with theshape invariance of superpotential, the supersymmetric operator method can be used to exactly solve the energies and wavefunctions of bound states in a one dimensional potential well, Scarf(Ⅱ) potential.由量子力学算符的因式分解出发，结合超势的形状不变性，运用超对称算符方法严格求解了一维势阱Ｓｃａｒｆ（Ⅱ）势的束缚态能级和波函数，并讨论了其束缚态的存在性。
2.The concepts of supersymmetry andshape invariance are introduced and the energy levels and wave function of moving ions in the potential fields ofshape invariance can be obtained after the solution of Schrdinger equation has been found by algebric methods andshape invariance technique.介绍了超对称性和形状不变性概念；运用形状不变性技术采用代数方法求解Ｓｃｈｒｄｉｎｇｅｒ方程，得出了在形状不变势场中运动粒子的能级和波函
3.The energy eigenvalues for Poschl-Teller 1 potential are calculated by using theshape invariance technique.采用形状不变性技术，计算了Ｐｏｓｃｈｌ—ＴｅｌｌｅｒⅠ势的能量本征值，得到的能谱公式跟采用因子化方法得到的严格解完全一致，得到的形状不变式表明，Ｐｏｓｃｈｌ—ＴｅｌｌｅｒⅠ势是双参量平移型形状不变势。
3)deformation character analysis变形性状分析
4)stress-deformation behavior应力变形性状
1.Thestress-deformation behavior of diaphragm walls of concrete face rockfill dam built on thick alluvium deposit was analyzed using the numerical analysis method.采用数值分析方法对深覆盖层上混凝土面板堆石坝的防渗墙应力变形性状进行了研究。
5)deformation behavior of settlement沉降变形性状
6)space deformation behavior空间变形性状
延伸阅读
大坝内部变形观测(见水工建筑物变形观测)大坝内部变形观测(见水工建筑物变形观测)daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
