| 1. | Catenary cable element method for prestressed cable structures
预应力索结构中的悬链线索单元法 |
| 2. | Design practice of reinforcing rock slope with prestressed cables
预应力锚索加固岩质边坡的设计实例 |
| 3. | Analysis of the factors affecting prestress - losing in prestressed cable anchor
锚索预应力损失影响因素分析 |
| 4. | Application of substructure method in anti - slide pile with prestressed cable
子结构法在预应力锚索抗滑桩中的应用 |
| 5. | Shape optimization design of prestressed cable - truss structures
计及气动和隐身约束结构综合优化的并行子空间优化方法 |
| 6. | Analysis of influencing factors of prestressed cables in reinforcing landslide - mass
预应力锚索在滑坡体加固中的影响因素分析 |
| 7. | Study and application of supporting mechanism of combined support of bolting - grouting and prestressed cable anchor in large broken zone surrounding rock
大松动圈围岩锚注与预应力锚索联合支护技术的机理与实践 |
| 8. | The method of displacement control of prestressed cable structures is proposed in this paper on the basis of the fundamental theorem of the member system by optimal algorithm
摘要基于索杆体系矩阵分析的基本理论，借助优化方法，提出了预应力索结构的位移控制方法。 |
| 9. | The advantages of the prestressed cable truss are the high structural efficiency and the architectural aesthetic feeling . this system is often used to act as structural support of point - supporting glass curtain
预应力索桁架具有结构结构上的高效性和建筑上的美观性，常用作点支式玻璃幕墙的结构支承。 |
| 10. | By altering the length of some structural members while keeping the prestress level above a given lower bound without relaxation , the nodal displacements of prestressed cable structure are controlled
在保证预应力索结构各索段一定的预应力水平且不致松弛的情况下，通过改变结构中某些索段的长度，来达到控制节点位移的目的。 |
