spatial tension 中文意思是什麼

spatial tension 解釋
空間張力
  • spatial : adj. 1. 空間的;在空間中存在[發生,佔有位置]的。2. 佔大篇幅的。n. -ity 空間性。adv. -ly
  • tension : n 1 拉緊;伸張。2 (精神、局勢等)緊張。3 【物理學】張力,拉力,牽力;(彈性體的)應力;(蒸氣等...
  1. The reverse calculation method of tension force control in construction of prestressed spatial structures

    預應力空間結構施工控制張力的逆向計演算法
  2. According as distortion harmonious condition of traction cable ' s anchorage on cable - suspended traveler, increasing amount of cable tension during casting concrete was computed, and under every key operating condition of casting concrete, traveler ' s frontend elevations were educed. we seriously controlled wenhui bridge ' s course of cantilever casting concrete by this method, which assured that the bridge ' s construction went on successfully. and then, it was discussed how to simulate the effect of prestressing force in spatial analysis

    根據掛籃前端牽索錨固點處的變形協調條件建立了掛籃上混凝土澆築過程中牽索索力的增加量,並推導了掛籃上混凝土澆築過程中的各主要工況下掛籃前端標高的計算公式,對文暉大橋掛籃上混凝土澆築過程中的牽索索力和掛籃前端標高進行了細致地控制,確保了混凝土澆築的順利進行,為整個主梁線形和索力的雙控打下了良好的基礎。
  3. Applying a spatial nonlinear fem modeling, the actual cantilever construction process of the cable - stayed bridge concrete girders was simulated, the tension forces of cables and the initialize heights of girders during construction are obtained respectively

    運用空間非線性有限元分析模型,模擬了混凝土斜拉橋主梁的懸臂澆築過程,求出各施工階段斜拉索的初始張拉力和主梁節段的立模標高。
  4. On the foundation analyzing and studying the kinetics and dynamics of underwater dragging system and anchor cable system, this paper sets up the three dimension mathematic model about spatial shape and tension of the underwater cable and about spatial shape and tension of the anchor cable in the ocean current. this paper presents the analysis method about the stability when the underwater dragging system or the anchor cable system is in the pulse current

    文中在分析研究水下拖曳與錨索系統運動學與動力學的基礎上,建立了水下拖索空間形狀和張力的三維數學模型以及海流作用下錨索空間形狀和張力的三維數學模型,並給出了水下拖索系統和錨索系統在脈沖海流作用下穩定性的分析方法。
  5. Basing on wenhui bridge ( the cable - stayed bridge ), optimization of cable tension under dead loads, control of the course of cantilever casting concrete, and spatial analysis of the pylon and gird during construction were discussed in this paper

    本文以文暉大橋為背景,就恆載索力優化、懸澆過程式控制制及索塔和主梁分段施工過程的空間分析等問題進行研究。
  6. A simplified spatial method to calculate the prestressing loss caused by batched tension process

    分批張拉預應力損失的空間簡化計算方法
  7. At first, after the dynamic characteristics of the plane and the spatial supporting systems were studied, fore some steps fixed frequency and shape of vibration were gained. secondly, several design parameters which influence the dynamic characteristics of this kind system were discussed, including pre - tension value in the cable, cross - section of the cable, cross - section of steel - bar and form change. some applied decisions were found

    首先,對平面和空間索桁支承體系的自振特性進行研究,得到體系的前幾階固有頻率和振型形式;進而探討了索的預拉力、拉索截面面積、撐桿截面面積、形狀改變(撐桿長度l )等主要設計參數對體系自振特性的影響,得出了一些有益的結論,為體系設計和施工提供意見和依據;最後,對體系的風振特性進行了分析,用幕墻風荷載規范對幾種索桁支承體系形式進行風荷載計算。
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