cable truss 中文意思是什麼
cable truss
解釋
纜索桁架-
; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2
對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結，對連續剛構橋懸臂澆築掛籃施工中重載輕型的發展趨勢進行了展望，提出了一種用於解決重載輕型懸臂澆築施工的新型桁架斜拉式組合掛籃，並進行了可行性分析計算和設計。 -
The large - span annular open - web cable truss structure is a new type of tensile structure based on cable dome. especially it is suitable for awning structures of palestra. little research work on this type of structure has been done abroad, and at home the research is blank
大跨度環形空腹索桁結構體系是繼承于索穹頂結構、近年來才出現並應用於實際工程的新型結構體系，具有顯著的特點，特別適合應用於體育場的罩棚結構。 -
One of the most noticeable structrual differences between the cable-stayed bridge and the truss and girder types lies in the field of flexibility.
斜拉橋與桁架和梁式類型橋之間，在結構上的一個最顯著不同之處，在於柔度方面。 -
A new type bridge named long - span cable - truss bridge ( lsctb ) was created which can combines advantage of cable and truss structure
該橋型一方面利用纜索的抗拉性能；另一方面利用桁架結構剛度大的優點。 -
By using the singular - value - decomposition method, a little program has been developed to get the self - equilibrium stress mode of several typical cable truss structures
本文從pellegrino提出的奇異值分解法出發，利用自行開發的程序，求解了幾種典型的大跨度空腹索桁結構的自應力模態。 -
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
預應力索桁架具有結構結構上的高效性和建築上的美觀性，常用作點支式玻璃幕墻的結構支承。 -
But because of the complexity of this kind system principle and the difference of the research emphases, now the theoretical researches and analysis methods of the prestressed cable truss are in disorder and have their novelty
由於該結構體系原理的特殊性和研究重點的不同，導致目前現有的研究理論和成果分佈極為零亂且各具特點。 -
At last, for direct realization of this kind of structure system, an experiment of cable truss structure with d5 and 16 trusses has been done to check its distribution of self - equilibrium stress
最後，為了對本結構體系有更直觀的感性認識，向時也為了進一步驗證理論分析的正確性，本文對一直徑5米、由16榻索析架組成的環形索析結構模型進行了實驗研究。 -
Therefore, the prestress of the cable should make sure that the cable is in the tight state in the entire process. the largest wind load which the prestressed cable truss can undertake is studied emphatically in the article
因此，索中初始預應力應能保證索在工作的全過程中始終處于張緊狀態，以此為條件，本文重點研究了預應力索桁架所能承受的最大風荷載值。 -
First, based on the reading of a lot of literatures, a view of the history of tensegrity structures and cable dome structures is put forward in this paper, as well as the expatiation of the architectural and structural property on the large - span annular open - web cable truss structure. several projects are also presented
首先，在大量查閱國內外文獻的基礎上，本文回顧了張拉整體以及索穹頂結構的發展歷史，闡述了大跨索桁結構在建築和結構上的特點，介紹了幾項典型的工程。 -
The geometric nonlinear analysis of three types of large - span annular cable truss structures is put forward by using commercial fem program. their static properties in deferent load case are concluded, and some suggestions for actual projects are also presented. base on the prime realization of its static property, parameter analysis of its static property is done consisting of deferent number of truss, deferent height of truss, deferent scale of height of masts, deferent boundary condition and deferent magnitude of pre - stress in deferent load case
本文利用通用有限元軟體ansys對大跨度環形空腹索桁結構體系中三種典型的結構（即內外圈都為圓形、外圈圓形內圈橢圓形、內外圈都為橢圓形的三種外形的結構）進行了幾何非線性分析，總結出各自在不同荷載工況下的靜力性能，並提出一些有實際工程意義的建議。 -
Prestressed cable truss has some characters of transparency, safety, simplicity, dexterity, and beauty. due to these peculiarities there is a splendid prospect when the structure is used in the glass curtain. therefore, it is becoming warm and important problems to study its structural components and behaviors
預應力索桁支承體系具有通透、安全、靈活、工藝感強以及環保節能等諸多特點，決定了該體系在點式玻璃幕墻中具有廣闊的應用前景，因此，對其受力性能進行研究，日益成為結構工程學科研究的重要方向和熱點問題。 -
This paper is concentrated on the space geometric non - linear static analysis and vibration analysis of the long span plate - truss composite cable - stayed bridges. 1
本文是針對大跨徑板桁結合斜拉橋的空間幾何非線性靜力分析及結構的動力分析兩個方面而展開研究工作的。 -
As an example, the space analysis model about the wuhu changjiang river bridge is done and the internal forces about the wuhu changjiang river bridge due to dead load and lived load are analyzed. 2. the vibration analysis of the long span plate - truss composite cable - stayed bridges
文中以蕪湖長江大橋為例，建立了該橋的空間有限元分析模型，並重點分析了該橋在自重恆載作用下的結構內力及車輛荷載對橋梁結構內力的影響。 -
A space geometric non - linear static finite element analysis program about the long span plate - truss composite cable - stayed bridges is presented. not only it can be used to solve the space static analysis about the state of the dead load configuration ( geometry and internal forces ), but also it can be used to analyze the internal forces and deformations of the whole construction course
基於以上理論，並結合斜拉橋的施工過程，編制了大跨徑斜拉橋的空間幾何非線性靜力分析程序，既可用於斜拉橋成橋狀態的空間靜力分析，也可結合斜拉橋的具體施工過程，進行施工過程中的內力與變形狀態的跟蹤分析。 -
The static analysis of the long span plate - truss composite cable - stayed bridges. first, the cr formation on the geometric non - linear structural analysis is introduced. next, the structural discretization of cable - stayed bridge, the stiffness matrix the formation of nodal force and the simulated construction system are introduced
首先介紹了本文採用的桿系結構幾何非線性問題的分析方法? cr列式法，其次介紹了板桁結合斜拉橋的結構離散及桿單元、梁單元的剛度矩陣以及節點力的形成方法，然後介紹了斜拉橋施工模擬體系的形成。 -
Application of cable anchor and steel truss support in jinjia mine
錨索鋼桁架支護在金佳礦的應用 -
Friction sliding cable element for structural analysis of prestressed steel truss
預應力鋼桁架結構分析中的摩擦滑移索單元 -
Shape optimization design of prestressed cable - truss structures
計及氣動和隱身約束結構綜合優化的并行子空間優化方法 -
To get its seismic property of annular cable - truss structure without support, time history analysis is done to show that it is not effective to control the seismic property with modifying the magnitude of pre - stress
為了考察結構的抗震性能，本文對不加支撐的內外都是圓形的結構進行了三維地震作用下的非線性動力響應時程分析。
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