self-suspension 中文意思是什麼
self-suspension
解釋
自體懸吊法- self : n （pl selves ）1 自己；自身；本身；【哲學】自我；我。2 本性；本質。3 私利；私心，私慾。4 〈俗〉...
- suspension : n 1 懸吊，懸掛；懸垂；懸架吊架。2 中止，停止；停止支付[宣判，處刑]；停職，停學，停權。3 懸置，保...
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As a new special bridge type, self - anchored suspension bridge has won more and more engineering ’ s favors with its beauteous build, economy performance and striving adaptability of geology and topography feathers. it has become a very competitive blue print of the urban bridge with the span from 100m to 400m
自錨式懸索橋作為一種特殊的橋型，以其結構造型美觀、經濟性能較好、對地形和地質狀況適應性強等優點，越來越受到工程界的青睞，成為城市裡100 - 400m跨徑范圍內極具競爭力的橋梁方案。 -
Supervision points on jacking up steel - box ruction of self - anchored suspension bridge
自錨式懸索橋鋼箱梁頂升施工的監控要點 -
4. revised self - regulated function in actuation test of suspension for 220 chassis
4修正了220底盤的suspension系統中的動作測試項中的自動調整項。 -
Theoretical analysis and computer simulation studies show that performance comparable to that of electro - control active damping suspension systems can be achieved with the hydraulic network model which can self - adaptingly adjust the damping of suspension to realize the optimal control by virtue of response of vehicle. in chapter 5, the effects of time - variant factors in the new active damping suspension system on reduction are investigated
第五章研究了主動阻尼系統中的時變因數對減振系統的減振效果的影響（包括路況、車速、載重阻尼油的粘度系數隨油溫變化而引起的變化，油液的彈性模量等） ，並分析了模型簡化時一些被忽略的非線性因數對系統性能的影響。 -
Based on the conceptual considerations and structural design of pingsheng bridge in foshan, the first single tower and single span hybrid girder self - anchored suspension bridge in the world, the original technical achievements of the bridge, such as those of the integral bridge tower and separated stiffening girders, the stiffening hybrid girders, structural types of steel - concrete girder joint parts, steel box girder incremental launching and hanger adjustment, are presented and the key and innovative techniques for the self - anchored suspension bridge are described in a summarized account as well
摘要通過世界上首座獨塔單跨混合梁自錨式懸索橋佛山平勝大橋的方案構思及結構設計，介紹了其採用的整體橋塔分離式加勁梁橋型結構、混合加勁梁、鋼混凝土結合段構造型式、鋼箱梁頂推技術、吊索調索技術等原創性工程技術成果，綜述了自錨式懸索橋設計的關鍵和創新技術。 -
Those sensitive parameters making system have negative damping and occur self - excited shimmy are horizontal pulling lever rigidity, tire sideslip rigidity, steering gear rigidity and damping, kingpin equivalent damping, kingpin caster angle, tire drag. and wheel center distance, tire side rigidity, vehicle wheel unbalanced mass, tire vertical rigidity, and distance from kingpin center to the vertical central line plane of tire have great influence on shimmy, but they do n ' t make the system have negative damping. and horizontal pulling lever damping, suspension damping and rigidity have very small influence on shimmy
橫拉桿剛度、輪胎的側偏剛度、轉向機剛度、轉向機阻尼、繞主銷當量阻尼、主銷后傾角、輪胎拖距是影響擺振的敏感性參數，適當調節某一參數可引起系統的負阻尼，使系統產生自激擺振；輪距、輪胎側向剛度、車輪上的不平衡質量、輪胎垂向剛度及主銷延長線與地面交點至車輪平面的距離對擺振的影響也較大，但不會使系統出現負阻尼；而橫拉桿阻尼、懸架阻尼與懸架剛度對擺振的影響很小。 -
The self - segregation behavior of amphiphilic copolymer on pdl - la scaffold was investigated via fluorescence - labeling technique. the modified scaffold with hydrophilic surface will not only favor the penetration of cell suspension and culture medium, but also provide the microenvironment for the growth of cells with the peo spacer combining amino acid ( rgd ) structure. according the above result, the cytocompatibility test was also performed on pdl - la 3d scaffold modified by amphiphilic copolymer with alkaline amino acid end
這種親水表面不僅有利於細胞懸液和培養介質的進入，並可以通過peo橋聯的氨基酸（ rgd ）為細胞在三維多孔支架內的生長提供類細胞外基質環境；根據以上結果，本文對堿性氨基酸為peo鏈端基的兩親共聚物-氨基酸類細胞外基質修飾的聚乳酸三維支架進行了細胞相容性的測試。 -
Analysis of stress at anchorage zone of self - anchored concrete suspension bridge
混凝土自錨式懸索橋錨固區應力分析 -
Design and mechanical performance analyses of concrete self - anchored suspension bridge
混凝土自錨式懸索橋設計及其力學性能分析 -
Flutter stability of long span self - anchored suspension bridges and wind - tunnel tests
大跨度自錨式懸索橋的顫振穩定性研究及風洞實驗 -
Construction control of datum strand erection of self - anchored suspension bridge of pingsheng bridge
平勝大橋自錨式懸索橋基準索股架設的施工控制 -
Application of pseudo excitation method to vertical seismic response analysis of self - anchored suspension bridges
虛擬激勵法在自錨式懸索橋豎向地震反應分析中的應用 -
The techniques of self - anchored suspension bridges, having their uniquely applicable conditions, are now attaining swift development in china
摘要自錨式懸索橋在國內發展迅猛，該橋式有其特定的適應條件。 -
In this paper, the structural features and design considerations for the self - anchored suspension bridges are presented with particular details given to the differences between both the types of the bridges
簡述自錨式懸索橋的結構特點、設計構思，重在說明其與地錨式懸索橋的不同。 -
In recent years, many long - span self - anchored suspension bridges have been constructed because this type of structure has lots of merits such as graceful appearance, new type of structure and convenience in choosing bridge location
近年來，自錨式懸索橋以其優美的線型、新穎的外觀以及選址靈活等特點而越來越受到青睞，一大批大跨度自錨式懸索橋也就應運而生。 -
It is quite necessary to have these differences in mind when a self anchored suspension bridge is designed
在設計構思中充分注意到這些結構特點極為必要。 -
One self - anchored suspension bridge is the subject investigated, the finite element program " midas " is adopted to establish the spatial computation model of the suspension bridge, and the subspace iteration method is used to calculate the natural vibration frequencies and modes of the bridge, the bridge ' s dynamic property and rigidity feature are discussed with the computed results
摘要以某自錨式懸索橋主橋為研究對象，採用midas有限元程序，建立了該橋的空間力學計算模型，利用子空間迭代法計算了該橋梁結構的自振頻率和振型，結合計算結果對橋梁的動力特性和剛度特點進行了討論。 -
In this paper, two kinds of the aforesaid methods based on the parabola and catenary theories for the datum strand erection of the self - anchored suspension bridge of pingsheng bridge in foshan under non - datum state condition of erection are presented
介紹基於拋物線理論和基於懸鏈線理論的平勝大橋基準索股非基準狀態下架設垂度修正量的確定方法及達到該垂度的施工控制方法。 -
Construction technology of self - anchored suspension bridge
梁的架設技術 -
Relying on the project of sanchaji self - anchored suspension bridge, this thesis analyzes the calculating theory of the cable system and does some significant experimental research on the anchorage system of the self - anchored suspension bridge
本文依託長沙三汊磯自錨式懸索橋工程，對自錨式懸索橋的主纜系統計算理論、主纜錨固方式和錨固區受力特徵進行了研究和試驗。
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