| 1. | Design value of a property of a material
材料性能标准值除以材料性能分项系数后的值 |
| 2. | Determination of partial coefficients of structural reliability design
结构可靠性设计分项系数研究 |
| 3. | On partial factors of vertical bearing capacity of cast - in - place piles
灌注桩竖向承载力的分项系数研究 |
| 4. | Study on partial factors of bearing capacity for composite pile foundation
复合桩基竖向承载力分项系数研究 |
| 5. | A talk about determination of the partial load factors in design of building structures
浅谈建筑结构设计中荷载分项系数的取值 |
| 6. | Study on rational structure coefficient value of partial factors design expression for steel lined reinforced concrete penstock
背管分项系数设计表达式结构系数的取值研究 |
| 7. | The resistance factor and earthquake load factors are determined by optimization . at last , the resistance factor and earthquake load factor for different important buildings are suggested
在以上分析的基础上，给出了不同抗震类别建筑的抗力调整系数和地震作用分项系数。 |
| 8. | The bottom resistance and the shaft resistance exert asynchronously , so it is necessary to adopt different coefficient . the thesis also points that it is important to adopt pile end ( side ) grouting and tapered piles
超长桩侧阻和端阻的发挥是异步的，即使是同一土层，其埋深不同发挥程度也是不同的，在承载力的确定中对每一层土应采用不同的分项系数。 |
| 9. | According to the subentry coefficient method for calculating anti - sliding and anti - inclining stability recommended by the code for design and construction of port and waterway revetment engineering , the cross section of a gravity revetment is optimized by using the complex method considering the effects of ship waves
摘要采用复合形优化法，结合《港口及航道护岸工程设计与施工规范》中推荐的抗滑、抗倾稳定的分项系数计算方法，并考虑了内河航道船形波等作用的影响效应，对重力式护岸断面进行了优化。 |
| 10. | Base on the theory of bearing capacity of single pile , we calculated the bearing capacity of single precast pile in zhoushan . the target reliability and partial factors were provided at the same time . according to the theory of settlement of single pile , mindlin solution and layerwise summation method , we also calculated the settlement and provided a settlement prediction method
结合舟山实际试桩资料，本文对单桩承载力进行了估算，在此基础上进行了可靠度指标的计算和荷载分项系数、抗力分项系数的计算；根据沉降理论对单桩沉降应用mindlin解和分层总和法进行计算并与资料进行了对比。 |
