参数优化分析是张弦桁架结构设计中的关键问题。
The optimization of parameters is a key point during the designing of TSS.
广州国际会议展览中心采用了大跨度预应力张弦桁架结构。
The prestressed spatial truss string structure is adopted in the roof structure of the exhibition hall at Guangzhou International Convention & Exhibition Center.
介绍了一种新型现代空间张弦桁架吊挂轻型组合楼盖结构体系。
The paper introduces a kind of new-type modern space construction system of truss string suspending light-duty to combined floor.
广州会展中心屋顶采用的大跨度预应力张弦桁架是一种新型结构。
The large-span prestressing truss-string applied to Guangzhou International Conference Exhibition Center is a new-type structure.
分析了张弦桁架的施工稳定性，同时总结了该类结构体系的一些设计特点。
The stability of truss cable structure in construction is analyzed and several design characteristics of this kind of structural system are concluded.
张弦桁架结构是一种由刚性构件上弦、柔性拉索、中间连以撑杆形成的混合结构体系。
Abstract: The non-prop platform canopy in Xuzhou railway station, is a truss string structure. The system is combined by steel pipe truss beam, struts and cables.
本文第四章首先对张弦桁架结构的自振特性进行了分析，对其自振频率和振型的特点进行了总结。
In this paper, the natural characteristics of TSS will be analyzed firstly, and then the peculiarity of its frequency and vibration will be summarized.
大跨度张力结构，由于受力合理、刚度大、重量轻、制作安装方便，目前在我国得到了广泛的应用，例如张弦桁架(梁)结构。
Large-span tension structure are extensively used in China now, because of stress fit distribution, large stiffness, light weight, easily making and installing, such as truss (beam) string structure.
结合现场测试工作，对频率法测量索力的理论与技术应用于张弦式桁架索力的测试进行了探讨。
Based on the measurement, the problem of the cable force survey on the truss-string structure is explored by using the theory and technology of measuring frequency.
大跨度张弦立体桁架结构是一种新型的预应力空间结构形式。
Long-span spatial truss string structure is a new form of prestressed spatial structure.
对张弦梁（桁架）结构的找形问题进行了深入研究，根据该类结构的受力特点，提出了分级卸载法，并应用于该类结构两端张拉施工过程的找形分析。
The problem concerning form finding of the beam(truss)string structures is studied and the method named offloading by steps is put forward in accordance with the mechanical behavior of the structures.
对张弦梁（桁架）结构的找形问题进行了深入研究，根据该类结构的受力特点，提出了分级卸载法，并应用于该类结构两端张拉施工过程的找形分析。
The problem concerning form finding of the beam(truss)string structures is studied and the method named offloading by steps is put forward in accordance with the mechanical behavior of the structures.
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