| 1. | Two structures that experienced cracking in the longitudinal girder web at x-type cross-frame are reviewed in detail hereafter .
以下将详细评论在纵梁腹板与X型横向框架连接处开裂的两座结构。 |
| 2. | Control system design of punching system with x - type airflow - distribution board
型气流分布板冲孔设备控制系统设计 |
| 3. | The different characteristic of " x - type " fcl and " r - type " fcl was highlighted
相关分析得到了明确和清晰的结论，并通过时域仿真进行了验证。 |
| 4. | Two structures that experienced cracking in the longitudinal girder web at x - type cross - frame are reviewed in detail hereafter
以下将详细评论在纵梁腹板与x型横向框架连接处开裂的两座结构。 |
| 5. | And we simulated the optical field ' s propagation of the ridge wave - guide , y - type embranchment wave - guide , more embranchment wave - guide and x - type embranchment wave - guide
并利用计算机模拟出了脊形波导、 y形分支波导、多分支波导及x形分支波导的光场传播图。 |
| 6. | The cfst x - type arches improve the lateral stability by sloping the arc ribs so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span
钢管混凝土x型肋拱桥是一种利用拱肋侧倾来提高其横向整体稳定性的桥型，在宽跨比较小的钢管混凝土拱桥设计中应用较多。 |
| 7. | Yesanhe bridge is a half - through cfst arch bridges , the design of yesanhe bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span
野三河大桥是一座非对称中承式钢管混凝土无铰拱桥，拱肋为平面桁架形式，所以采用了x型拱肋以提高其横向稳定性。 |
| 8. | On basis of summarizing the characteristics and virtues of the design of yesanhe bridge , the effect of different factors to the cfst x - type arches is given in the end of the paper , its useful for reference to the readers who engage in bridge design
本文在总结野三河大桥设计的特点和优点的基础上，论述了影响钢管混凝土提篮拱桥整体稳定性的多种因素，对钢管混凝土拱桥设计具有一定的参考价值。 |
| 9. | On basis of summarizing the characteristics and virtues of the design of tongwamen bridge , the effect of different factors to the cfst x - type arches is given in the end of the paper , its useful for reference to the readers who engage in bridge design
本文在总结铜瓦门大桥设计的特点和优点的基础上，论述了影响钢管混凝土提篮拱桥整体稳定性的多种因素，对钢管混凝土拱桥设计具有一定的参考价值。 |
| 10. | The different coefficients of stability of changing these factors are given , so the factors that are vital to the lateral stability of x - type arches are found , and the rationality of the methods taken to enhance the lateral stability of yesanhe bridge is evaluated
文中给出了各因素变化情况下的稳定安全系数，指出了对钢管混凝土提篮拱稳定性有显著影响的因素及其合理变化范围，并对野三河大桥提高稳定性的措施的经济合理性进行了分析。 |
