弹性理论适合于中小跨度的自锚式悬索桥的设计和计算。
Elastic theory is applicable to the design and calculation of medium span self anchored suspension Bridges.
基于内力平衡法，对自锚式悬索桥的成桥吊索力进行研究。
Based on the internal force equilibrium method, the hanger forces of completed self-anchored suspension Bridges have been researched.
在此基础上对自锚式悬索桥这一结构体系的抗风性能进行综合评价。
Based on the results of calculations and tests, the wind resistance capabilities of Self-Anchored Suspension Bridges, a sort of construction system, were overall evaluated.
青岛海湾大桥大沽河航道桥为不对称独塔四跨连续钢箱梁自锚式悬索桥。
The Dagu River Shipping Channel bridge of Qingdao Bay bridge is a single tower self-anchored suspension bridge with asymmetric 4-span continuous steel box girder.
本文结合万新大桥的施工控制，研究了自锚式悬索桥施工控制的理论与方法。
Based on Wanxin bridge construction control, this paper studies the theory and method of self-anchored suspension bridge construction control.
重点研究了初始攻角、静风荷载作用等因素对自锚式悬索桥颤振稳定性的影响。
Effects of some factors such as the initial attack Angle and the static wind action on flutter stability of self-anchored suspension bridge are specially studied.
混凝土加劲梁的线形、内力和梁体裂缝控制是自锚式悬索桥施工控制的重点和难点。
It was an emphasis and difficulty for a self - anchored suspension bridge to control the cable shape, internal force and cracking of concrete stiffening girder.
本文系统地阐述了不同主梁刚度的自锚式悬索桥施工控制系统的设计思路和主要内容。
This paper expounds the design idea and main contents of construction control system in Self-anchored Suspension Bridge with different girder stiffness.
长沙市湘江三汊矶大桥主桥是目前世界上已建成的跨度最大的双塔三跨自锚式悬索桥。
Sanchaji bridge which locates by the Xiangjiang River in Changsha, Hunan province, is most maximum span paired-tower three-span self-anchored suspension bridge completed in the world.
自锚式悬索桥理想状态的成桥吊索力，可借用斜拉桥中常用的几种索力优化方法进行研究。
The rational cable force of self-anchored suspension bridge can be researched by the methods being used in optimizing the cable force of cable-stayed bridge.
通过缆索系统与塔梁系统的整体分析，对空间索形自锚式悬索桥的初始平衡状态展开研究。
The initial equilibrium state analysis is proposed for the self-anchored suspension bridge with spatial cables, through integral analysis of cable-hanger system and tower-beam system.
采用ANSYS进行模态分析，比较独塔自锚式悬索桥及相应的地锚式悬索桥动力特性的异同。
Modal analysis with ANSYS software was proceeded to coMPare the dynamic performance of the self-anchored suspension bridge to a similar earth-anchored suspension bridge.
自锚式悬索桥是一种将主缆直接锚固于加劲梁两端，由主梁直接承受主缆中水平分力的悬索桥。
Self-anchored suspension bridge is a kind of suspension bridge with its main cable anchor on the ends of its girder directly, with the girder bearing the level component of forces from the main cable.
由于各种因素的影响，自锚式悬索桥主梁线形控制难度较大，后期必然会遇到线形调整的问题。
Due to various reasons, alignment control of the self-anchor suspension bridge was difficult, and the problems of alignment adjustment must emerge in the final structure.
在某大跨度自锚式悬索桥进行损伤识别模型试验研究基础上，应用该方法对其损伤进行识别分析。
Basing on the damage experiment of one certain long-span self-anchored suspension bridge, the application of SVM to this damage experiment is studied.
结合悬链线理论和几何非线性有限元方法，对空间缆索自锚式悬索桥成桥状态的确定方法进行了研究。
The catenary theory and geometrical nonlinear finite element method were adopted in determining the dead-load state of self-anchored suspension bridge with spatial cables.
介绍了自锚式悬索桥在吊杆损伤断裂后对结构安全性能的影响，为以后自锚式悬索桥的结构设计提供参考。
The paper introduced the influence of self-anchored suspension bridge on structural safety performance after the damage and fracture of boom for reference.
对南京夹江自锚式悬索桥采用弹塑性阻尼支座进行减隔震设计，并采用非线性动力时程分析方法，对阻尼支座屈服荷载进行了参数敏感性分析。
A new kind of elastic-plastic energy dissipating bearing is applied to the seismic isolation design of the Nanjing Jia River Bridge, a typical self-anchored suspension bridge with single tower.
本文先对自锚式混凝土悬索桥进行确定性的几何非线性分析，然后采用响应面法进行非线性随机静力分析。
This paper analyzed certain geometrical nonlinearity on concrete self-anchored suspension bridge, then did analysis under random static force with Method of Response Surface.
本文先对自锚式混凝土悬索桥进行确定性的几何非线性分析，然后采用响应面法进行非线性随机静力分析。
This paper analyzed certain geometrical nonlinearity on concrete self-anchored suspension bridge, then did analysis under random static force with Method of Response Surface.
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