| 1. | Rubber , vulcanized or thermoplastic - determination of tensile stress - strain properties 硫化橡胶或热塑性橡胶拉伸应力应变性能的测定 |
| 2. | Rubber , vulcanized or thermoplastic - determination of tensile stress - strain properties 硫化或热塑性橡胶.拉伸应力应变特性的测定 |
| 3. | Rubber , vulcanized or thermoplastic - determination of tensile stress - strain properties 硫化橡胶或热塑性橡胶拉伸应力应变性能的测定 |
| 4. | Rubber , vulcanized or thermoplastic - determination of tensile stress - strain properties 硫化或热塑性橡胶.拉伸应力-应变特性的测定 |
| 5. | Rubber , vulcanized or thermoplastic - determination of compression stress - strain properties 硫化橡胶或热塑性橡胶压缩应力应变性能的测定 |
| 6. | Rubber , vulcanized or thermoplastic - determination of compression stress - strain properties 硫化或热塑性橡胶.压缩应力-应变性能的测定 |
| 7. | Rubber , vulcanized or thermoplastic - determination of stress - strain properties at low deformation 硫化或热塑性橡胶.低变形条件下应力-应变性能的测定 |
| 8. | Rubber , vulcanized or thermoplastic ; determination of compression stress - strain properties ; identical with iso 7743 : 1989 status of 1990 硫化的或垫塑橡胶.压缩应力应变特性的测定 |
| 9. | Modulus of resilience which represents stress - strain properties of the roadbed and material strength of the roadbed is a very major parameter in road surface designing 回弹模量充分反映路基应力应变特性及路基力学强度和变形性,是路面设计中的一个关键参数。 |
| 10. | Based on the principle of structure - soil interaction , the coupling model was used to simulate the layer structure , nonlinear stress - strain property and status of slipping , tension cracking between soil and reinforced concrete wall 摘要在考虑了土与结构的相互作用的基础上,采用耦合模型来模拟土体的分层性、非线性以及土体和钢筋混凝土之间的滑移、拉裂、嵌入以及土体的半无限边界条件。 |