| 1. | "columnar" joint blocks are formed by two sets of joints .
“长柱状”节理块是由两组节理组成。 |
| 2. | The style is elongated, ending in a small, capitate stigma, which becomes receptive at bloom .
长柱延伸，其末端有一小的头状柱头，开花时接受花粉。 |
| 3. | Inelastic yield load of concrete filled steel tubular middle long columns under axial compression
钢管混凝土轴压中长柱的非弹性屈曲荷载 |
| 4. | Experimental study of the aseismic behavior of self - compacting high strength concrete frames
圆钢管混凝土压弯长柱非线性屈曲承载力的理论研究 |
| 5. | Research on the bearing capacity of concrete filled steel tubular moderate long columns with axial compression
钢管混凝土轴压中长柱承载力研究 |
| 6. | The curvature increment method is used for the solution of the nonlinear algebraic equations
对应每个曲率增量，可求得长柱在相应状态下的一条变形曲线。 |
| 7. | For each load incremental step , a deformed curve for the corresponding state can be determined
对应每个荷载增量，可求得长柱在相应状态下的一条变形曲线。 |
| 8. | The greater the peak strain of the core concrete is , the greater the stability factor of the medium long column will be
核心混凝土的峰值应变越大，钢管混凝土中长柱的稳定系数越大。 |
| 9. | There are 2 - 3 layers of long - column - shaped palisade tissue under the upper epidermis , and there are a great number of mechanical tissues which made up of vascular bundle sheath
上表皮下方有2 - 3层长柱形的栅栏组织，在主脉大侧脉外方具有由大量机械组织组成的束帽或束鞘。 |
| 10. | In this paper , complete load - deformation behavior from initial loading to final failure of slender steel - concrete composite columns with arbitrary cross sections applied to biaxial loading is studied
本文主要研究任意截面的钢-砼组合长柱在双向偏心荷载作用下从加载到最终破坏的全过程的受力与变形特性。 |
