Therefore, it needs to establish the buckle to hang the system the non-linear finite element analysis model of cable-stayed system in the FEM of structure.
在进行有限元结构分析时，需要建立扣挂系统的非线性有限元分析模型。
The incremental motion equations of a M DOF structural system excitated by seismic waves are formulated based on FEM, and a seismic response model for cable stayed bridges are proposed.
基于有限单元法，推导出多自由度结构体系在地震作用下的增量形式的运动方程，建立了大跨度斜拉桥的地震激励模型。
At present, the law of the research on traveling wave effect for cable-stayed bridge with support system is rare in domestic.
目前，国内对于支承体系斜拉桥行波效应影响规律的研究成果并不多见。
By using the response spectrum method, analysis of vertical seismic responses for the cable - stayed pipe bridge system is carried out.
使用反应谱方法，对斜拉管线桥体系进行了竖向地震反应分析。
Zhanjiang Bay bridge is a 5 span continuous composite cable stayed bridge of floating system across Maxie straits.
湛江海湾大桥是跨越麻斜海湾的五跨连续漂浮体系混合梁斜拉桥。
The most important parts and basic types of structure of Cable-stayed bridge System are tentatively approached and studied and briefly summed up.
本文就斜拉桥体系最重要内容基本结构型式进行简要归纳和初步探讨。
In the paper, a method for spatial vibration analysis of the system of train and long span steel trussed cable-stayed bridge is presented.
本文提出了一种分析列车、大跨度钢桁梁斜拉桥系统空间振动的方法。
Based on this, hybrid control for lateral buffeting responses in decks of floating system cable-stayed bridge installed MR dampers and fluid dampers are investigated.
在此基础上，研究了MR阻尼器和流体阻尼器对漂浮体系铁路斜拉桥主梁侧向抖振响应的混合控制。
The influences of design parameters, such as structural system, the Numbers of auxiliary piers, on dynamic characteristics of the cable-stayed bridge with CFRP cables are investigated.
研究了结构体系、边跨辅助墩个数等设计参数对CFRP索斜拉桥动力特性的影响。
Long span cable-stayed bridges generally are the key structures of transportation system. Great direct and indirect economic loss will be caused if these bridges getdamaged in an earthquake.
大跨度斜拉桥一般都是交通运输的枢纽工程，一旦在地震中遭到破坏，将会造成巨大的直接和间接经济损失。
Concrete cable-stayed bridge is a competitive structural system in the long-span bridge family in virtue of its good performance such as durability, low cost of construction and maintenance, etc.
混凝土斜拉桥以其耐久性好、造价和维护费用相对较低等优势已成为大跨桥梁结构中极具有竞争力的桥型。
The system reliability analysis of long-span cable-stayed bridges is difficult because the failure of the structural systems may be happened in many different failure modes.
大跨度斜拉桥由于存在众多不同的失效模式，导致其体系可靠度分析比较困难。
The system reliability analysis of long-span cable-stayed bridges is difficult because the failure of the structural systems may be happened in many different failure modes.
大跨度斜拉桥由于存在众多不同的失效模式，导致其体系可靠度分析比较困难。
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