English translation for "共同变形"
|
- concurrent deformation
Related Translations:
共同拥有: concurrent ownershipconominiumjoint ownership 共同刺激: costimulationcosupression 共同受体: coreceptoruniceptor 共同繁荣: co-prosperitycommon prosperity
- Example Sentences:
| 1. | The corresponding fortran programs are designed for the mutual deformation analysis methods proposed in this paper
本文提出的共同变形正、反分析方法己编制了相应的fortran计算程序。 | | 2. | The deformation characteristics of pavement section and composite foundation under cyclic traffic load are analyzed with the fem program
运用本文编制的动态弹塑性有限元程序，计算分析了循环动力加载条件下道路横截面与复合地基及软土地基共同变形特性。 | | 3. | Combined with the geotechnical engineering back - analysis theory , the displacement back - analysis method , which is based on the spatial mutual deformation theory , for deep foundation pit is also built up
在前述正分析方法的基础上，结合岩土工程反分析基本理论，本文还建立了深基坑空间共同变形法的位移反分析方法。 | | 4. | Many types of dynamic load can be used to analyze the problems of interaction of soils and structures with this program . and it is necessary to use effective stress method to study dynamic deformation problems of soil subgrade . for convenience , traffic load is simplified as half - sinusoidal load , and the soil of subgrade is assumed to be strain - hardening
将交通荷载简化为半波正弦荷载，假定地基土体为硬化型土，运用本文编制的动态弹塑性有限元程序，分析了单次动力加载和循环动力加载条件下道路横截面与软土地基共同变形特性。 | | 5. | In contrast , taken as a contact problem , the principal characters of the interfaces can be reflected : ( 1 ) the contact interface is of shear strength which implies that a generic pair of contact points on the interface will displace coincidentally if the tangential force at this point has not reached the limit resistance , else , relative slide between the points will occur along the tangential direction . ( 2 ) no matter the relative slide occurs or not , the contact bodies cannot invade each other in any wise
同时指出，将桩土相互作用按接触问题来处理，可以更好地反映出该接触面的主要力学特征，即： ( 1 )接触面具有相应的“抗剪强度” ，即当接触面上的某一点处的切向应力小于该点处的抗剪强度时，该处桩土共同变形；达到其抗剪强度时，则沿切向发生滑动； ( 2 )在整个变形过程中，桩与土不能互相侵入。 | | 6. | The factors affecting the spatial effects of the deep foundation pit are researched in detail with the mutual deformation analysis method . these factors include the plane dimensions of pit , ring beam , middle beams , corner braces , embedded depth and brace stiffness . the results are compared with those of two - dimensional analysis , and their differences and adaptability are clarified
此外，本文还利用共同变形分析方法，对影响深基坑空间效应的诸多因素(包括基坑的平面尺寸效应、圈梁和腰梁效应、角撑效应、桩身插入深度和支撑刚度等)进行了深入探讨，并与目前常用的平面分析方法做了比较，指出了两者的区别及其适用性。 | | 7. | The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones , being of a character of combination of rigid retaining structures with flexible ones , so its working mechanism will be behaved as sharing loadings , waterproof and impermeability , loading transfer , local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action , soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the
主要研究结论有： ( 1 )复合土钉支护的作用机理主要为临时加固土体以保证局部稳定、有机联系以共同承担荷载、改善土体性质起到止水抗渗作用。 ( 2 )试验结果表明：复合土钉支护能够充分调动周围土体共同作用，有效地控制基坑变形；复合土钉支护中止水帷幕的插入深度和强度对控制边坡变形与失稳有较大作用；复合土钉支护效果明显优于一般的土钉支护。 ( 3 )面层与边坡土体共同变形，设计时可按外力作用下的弹性地基梁进行计算。 | | 8. | Then the judging method is proposed , and the proposed method can consider the stress history and viscosity shear strength of soft soil . in this paper , a fem program dpfbm1 . 0 ( double plastic foundation beam method ( version 1 . 0 ) ) is established . with this program , the influence of some parameters on foundation excavation is fully studied , the parameters include : compression modulus , cohesive strength , angle of internal ficiction , effective angle of internal friction , the embedded length of the wall and building load
针对当前国内外弹性地基梁法存在的缺陷，基于对软土流变性的研究，采取了剪应力判断弹塑性状态，以改进和完善基坑工程弹性地基梁法，推导了弹性状态下地基反力系数的近似解，提出了采用剪应力组合判断土弹簧弹塑性状态的方法，编制了相应的弹塑性共同变形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ，并采用该程序分析了压缩模量、粘聚力、内摩擦角等参数变化对基坑工程的影响。 | | 9. | Taking the traffic load as moving point load , the deformation characteristics of longitudinal section of pavement and composite foundation under moving point load are analyzed , considering the effect of pore pressure , traffic velocity , parameters of pavement structure and subgrade . finally , two examples of pavement section and soft subgrade , longitudinal section of airport runway and composite foundation are calculated
将交通荷载简化为移动的集中荷载，计算分析了单次移动加载和循环移动加载条件下道路纵截面与复合地基共同变形特交通荷载作用下道路与软土复合地基共同作用性状研究性，探讨了孔压、行车速度及道路结构层和地基参数对道路变形的影响。 | | 10. | Thus , the author attempt to develop a new model of anchor bolts so as to avoid the disadvantages . in the model , the interaction between the bolt and the geotechnical mass is taken as contact problem , in which if the tangential force at the interface has reached the limit resistance , the relative slide in the interface will occur along the tangential direction . also , the computational parameters in the model have tangible physical meanings and have less difficulty to obtain
为此，本论文提出一种新的锚杆计算模型，它将锚杆与周围岩土体间的相互作用作为接触问题考虑，其计算理论比较严谨，能较好地模拟出锚杆的受力状态及锚杆与岩土体间的剪切?滑移作用，即：锚杆?岩土体之间的接触面具有抵抗强度，当接触面上切向应力小于其抵抗强度时，锚杆与岩土体共同变形；达到抵抗强度时则沿切向发生相对滑动。 |
- Similar Words：
- "共同被告人心理" English translation, "共同比财务报表" English translation, "共同比分析（以百分比来显示报表）" English translation, "共同边界" English translation, "共同边界州" English translation, "共同表位" English translation, "共同不法行为" English translation, "共同部门" English translation, "共同裁减部队" English translation, "共同财产" English translation
|
|
|
