空间效应预测 的翻译结果

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空间效应分析

Spatial effect analysis of concrete filled steel tubular tied arch bridge

钢管混凝土系杆拱桥空间效应分析

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Spatial Effect Analysis of Internal and External Temperature Differences of Box Girder Bridge

箱形桥梁内外温差空间效应分析

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Spatial Effect Analysis of FDI to Energy Intensity of China

外商直接投资对我国电力效率的空间效应预测

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Spatial effect analysis revealed that space of China's energy development had been expanded in west China.

空间效应预测则说明美国能源研发在西部的空间拓展进程。

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SPACE EFFECT ANALYSIS AND DESIGN COUNTER MEASURES OF PRESTRESSED STEEL-CONCRETE CURVED BEAM BRIDGE WITH A SMALL RADIUS

小半径预应力钢-混组合曲线梁桥空间效应预测及设计原则

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Analysis on the Spatial Property of Excavation Foundation Pit

基坑开挖的空间效应分析

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Analysis of spatial responses of continuous curved box girder bridges under action of live loads

曲线连续箱梁桥活载作用下结构空间效应预测

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With the development of 3S technology, the spatial planning is easier because of its strong ability of editing, attributes management, spatial analysis of planning, comparison of plans.

3S技术的演进与成熟为空间规划的推行奠定了良好的基础,基于3S技术的区域规划平台除了方便统计数据的栅格化处理,还可以推动规划方案的辅助设计、规划对象的时空属性数据管理、规划细则的空间效应预测、规划细则的综合评判和比选等。

Analysis on Three-dimensional Effect of NATM Operation in Tunnel

隧道新奥法施工的空间效应预测

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THE ANALYSIS PRINCIPLE OF SPACE EFFECT IN INVERCE KINETICS ROD—DROP EXPERIMENTS

逆动态落棒法空间效应分析原理

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Analysis on the Spatial Property of Excavation Foundation Pit

基坑开挖的空间效应分析

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AN ANALYSIS ON SPACIAL EFFECTS OF DEBRIS FLOW GRAVITY DAM

泥石流重力坝空间效应分析

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Analysis on Three-dimensional Effect of NATM Operation in Tunnel

隧道新奥法施工的空间效应预测

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(2) spatial overlay analysis;

空间叠加分析 ;

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Space Radiation Effects

空间辐射效应

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An analysis method which can be used to elimiuate space effect in inverce kinetics rod-drop experiments is presented. There is no limitation to the rod rodop velocity and it can be used to analys the experimental data influenced by the high-order neutron harmonics. This method is suitable to be used to process on-line or off-line experimental data by digit computers.

本文提出了一种消除逆动态落棒法空间效应的预测方式。该办法不受落棒速度限制,并适用于分析有高次谐波存在时的实验数据和在数字计算机上进行或离线处理

The behavior of deformation of deep mixing wall under load is first analyzed. Then according to Mindlin's linear elastic plate theory, the rs model for analyzing spatial effect of deformation of deep mixing wall has been set up. Moreover the relevant Program has been also developed. The results indicate that: 1 ) the deformation of deep mixing wall is not a simple turn as in the case of a rigid body, the wall has to be considered as an elastic one. 2) the spatial effect of deformation of deep mixing wall is...

The behavior of deformation of deep mixing wall under load is first analyzed. Then according to Mindlin's linear elastic plate theory, the rs model for analyzing spatial effect of deformation of deep mixing wall has been set up. Moreover the relevant Program has been also developed. The results indicate that: 1 ) the deformation of deep mixing wall is not a simple turn as in the case of a rigid body, the wall has to be considered as an elastic one. 2) the spatial effect of deformation of deep mixing wall is obvious. 3) it is feasible and effective to analyze spatial effect of deformation of deep mixing wall using Mindlin's linear elastic plate theory.

首先对深层搅拌桩墙体受力变形的性状进行了预测。然后运用Ｍｉｎｄｌｉｎ线弹性厚板理论3s技术的作用，建立了深层搅拌桩墙体受力变形空间效应预测的有限元模型3s技术的作用，并编制了相应的估算程序。分析与推算表明：１）深层搅拌桩墙体的变型并非简单的刚体旋转，而应作弹性体看待；２）深层搅拌桩墙体受力变形的空间效应是显著的；３）采用Ｍｉｎｄｌｉｎ板理论来预测深层搅拌桩墙体受力变形的空间效应是可行和有效的。

The conventional planar beam theory can't be used to analyze the actual effect of spatial prestressing force. In this work, degenerated solid elements were used to take prestressed reinforcement as a part of the structure, and equivalent node load was provided to simulate the effect of the prestressing force. By the method, the effect of prestressed reinforcement in Linhai cable-stayed bridge was discussed. The result of analysis showed that the prestressing force markedly improved the bridge's service state;...

The conventional planar beam theory can't be used to analyze the actual effect of spatial prestressing force. In this work, degenerated solid elements were used to take prestressed reinforcement as a part of the structure, and equivalent node load was provided to simulate the effect of the prestressing force. By the method, the effect of prestressed reinforcement in Linhai cable-stayed bridge was discussed. The result of analysis showed that the prestressing force markedly improved the bridge's service state; and that its spatial effect was very obvious. This method can effectively simulate the spatial effect of prestressing force, and can ensure success in the design of prestressed concrete bridge.

针对传统的平面杆系理论无法主观分析预应力混凝土桥面中多向预应力效应的弊端,运用实体退化单元,将预应力筋作为构架的一部分,用等效节点挠度模拟混凝土效应.采用该方式对临海大桥(斜拉桥)预应力的空间效应进行了探讨.分析结果证实,预应力明显提高了桥梁的正常使用状况,多向预应力的空间效应显著;该预应力空间效应预测方式客观模拟了预应力的空间效应,为进一步加强预应力桥梁的设计提供了根据.

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