| 1. | Alternating load deformation
交变负载变形 |
| 2. | Advanced technical ceramics . methods of testing monolithic ceramics . thermo - mechanical properties . determination of self - loaded deformation
高级技术陶瓷.整体陶瓷试验方法.热机械性能.自装载的测定 |
| 3. | Advanced technical ceramics - methods of testing monolithic ceramics - thermo - mechanical properties - determination of self - loaded deformation
高级工业陶瓷.整体陶瓷的试验方法.热-机械特性.自重变形的测定 |
| 4. | Advanced technical ceramics - methods of testing monolithic ceramics - thermo - mechanical properties - part 2 : determination of self - loaded deformation
先进工艺陶瓷.单片陶瓷的测试方法.热机械性能.第2部分:自重变形的测定 |
| 5. | Advanced technical ceramics - methods of test for monolithic ceramics - thermo - mechanical properties - part 2 : determination of self - loaded deformation ; german version en 820 - 2 : 2003
高级工业陶瓷.整体陶瓷的试验方法.热机械特性.第1部 |
| 6. | Nonlinear constitutive relations are discussed for analyzing the stress distribution , the appearance and development of the cracks , as well as the behavior of the boundary conditions of the two way slabs respectively . in the light of the experimental research on r . c . two way slabs under static loading , the behavior of yield line , the load deformation curves and the crack yield , plastic limit loads of slabs with different supporting conditions are studied
根据反映双向板混凝土材料非匀质性的本构关系，分析了双向板在荷载作用下的变形、屈服、裂缝和破坏的形态特性，并对钢筋混凝土双向板在不同支承条件下的塑性极限荷载、正常使用挠度(曲线)和截面设计作了进一步研究。 |
| 7. | In this paper , terzaghi " s single one dimensional consolidation theory is reformed and make it use widely . a mathematical model is founded which embodies that load deformation and time effect on final consolidation settlement . the mathematical model is used in the simulation of the course of consolidation settlement and a program is edited . the program presents the regularity ofload time and consolidation settlement
对太沙基单向固结理论进行了修正，使其理论应用更加广泛；提出了能够反映荷载、变形和时间三者对固结沉降相互影响的数学模型；并且应用该模型对公路软土地基固结沉降过程进行了仿真分析，编制了相应的程序；计算得到了固结沉降随荷载和时间的变化规律。 |
