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damage to structure
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  “damage to structure”译为未确定词的双语例句
     3. Discuss the combination from member damage to structure damage and difference of global damage index for weigh coefficient;
     3) 分析由构件损伤指数到结构整体损伤指数的组合问题,及其由不同的加权系数选择造成结构整体损伤指数的差异;
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     Influence of Structure-Soil Interaction on Identification of Damage to Structure
     结构-岩土相互作用对结构损伤识别的影响
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     Damage to structure and function of rat retina by intraperitoneal injec tion of MNU
     腹腔注射MNU对大鼠视网膜结构与功能的影响
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     An improvement in capacity spectrum method considering damage to structure during an earthquake
     考虑结构地震损伤影响的能力谱分析方法
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     The influence of structure-soil interaction(SSI) on identification of damage to structure was studied using time domain and least-square methods.
     在时间域内,采用最小二乘法,研究了结构-岩土相互作用(SSI)对损伤识别的影响.
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     Eliminating of subsurface damage structure
     光学元件亚表面缺陷结构的蚀刻消除
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     On ITS Structure
     论ITS的结构体系
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     The structure of C.
     剖析C.
短句来源
     Damage Identification for Truss Structure
     桁架结构的损伤识别方法
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     THE RELIABILITY ANALYSIS OF DAMAGE TOLERANCE STRUCTURE
     损伤容限结构的可靠性分析
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  damage to structure
This leads to a discussion of the relationship between the changes observed in reflex reactions and posttrauma damage to structure and function of the spinal cord.
      
SEM revealed different degrees of mechanical damage to structure, which accounted for rheological behavior of the fruits.
      


In this paper, the authors, after thoroughly analysing the surface effects caused by the strong Xing tai (邢台) earthquake of March, 1966, point out that at the time of the earthquake various, forms of damages to structures, such as buildings and bridges etc. are by no means random.The directions of collapse and falling assume certain predominance. A model is suggested that the Xing tai earthquake may have been the result of movement at the same time of the faults on both sides of the Shulu (束鹿) graben....

In this paper, the authors, after thoroughly analysing the surface effects caused by the strong Xing tai (邢台) earthquake of March, 1966, point out that at the time of the earthquake various, forms of damages to structures, such as buildings and bridges etc. are by no means random.The directions of collapse and falling assume certain predominance. A model is suggested that the Xing tai earthquake may have been the result of movement at the same time of the faults on both sides of the Shulu (束鹿) graben. Focal mechanism solution shows that the predominant derection of damage is related to the direction of ground surface movement near the fault, This kind of study might bring about more in economical and effective ways of taking antiseismic measures (to constructions).

本文通过对1966年3月邢台地震宏观现象的分析,指出了地震时房屋和桥梁等建筑物的破坏倒塌方向不是随机的,而是具有一定的优势方向.并提出了邢台地震是由于束鹿地堑两侧断层同时活动的震源模式.由震源机制的结果证明了建筑物破环倒塌的优势方向同断层附近的地面位移场有关系.随着这一方面工作的开展,有可能找到更加经济有效的抗震措施.

Typical damage to structures and installations in the underground excavations of the Kailuan Colliery, such as shafts, stations, chambers, main roadways, panel roaiways, extraction faces and tunnel supports during the Tangshau Earthquake of 28 July, 1976, is discussed. Analysis of damage shows that engineering geological conditions, geologic tectonics, characteristics of surrounding rock, forms of support, layout of roadways and workmanship of construction have direct effect on the damage to structures...

Typical damage to structures and installations in the underground excavations of the Kailuan Colliery, such as shafts, stations, chambers, main roadways, panel roaiways, extraction faces and tunnel supports during the Tangshau Earthquake of 28 July, 1976, is discussed. Analysis of damage shows that engineering geological conditions, geologic tectonics, characteristics of surrounding rock, forms of support, layout of roadways and workmanship of construction have direct effect on the damage to structures and installations in the underground excavations. The pap.:r also shows that a lot of roadways and equipment were flooded due to sudden increase of flow of underground water and the breakdown of power supply during the strong earthquake induced a lot of serious secondary damage. Suggestions have been proposed on the aseismic design of underground mint in the seismic area and the aseismic measures have been taken.

本文论述了1976年7月28日唐山地震中开滦煤矿竖井井筒、井底车场、硐室、大巷、采区巷道、回采工作面和巷道支护等井巷工程的典型震害情况。分析表明井巷工程震害与工程地质条件、地质构造、围岩特征、支护形式、相关巷道、施工质量等直接有关。文中指出强烈地震使电源中断,并使井下涌水量成倍增加,淹没大量巷道和设备,产生了严重的次生灾害。文中并对地震区矿井井巷工程的设计和抗震措施提出了一些建议。

The horizontal seismic load is traditionally regarded as the decisive role in damage to structures. In 1957, the author pointed out: "The traditional viewpoint is incorrect, actually, it is vertical seismic load that plays the important role in destruction". The author proved his viewpoint continually these years.From the amount of vertical seismic load determined in many state standards, it seems that traditional viewpoint probobly stems from two main ways. (1) Many earthquake records show that the peak...

The horizontal seismic load is traditionally regarded as the decisive role in damage to structures. In 1957, the author pointed out: "The traditional viewpoint is incorrect, actually, it is vertical seismic load that plays the important role in destruction". The author proved his viewpoint continually these years.From the amount of vertical seismic load determined in many state standards, it seems that traditional viewpoint probobly stems from two main ways. (1) Many earthquake records show that the peak accelerations of vertical ground motion are only about the half of horizontal ground motion; (2) Structures have little magnification effect for vertical ground motion. Many motion appearances of components, bodies or men on ground or structures will be enumerated in this paper to illustrate that the main bases of traditional viewpoint are really serious. In addition it is proved on the bases of damage positions and damage char acteristic of structures at epicentra or at sites far from epicentra that only with the concept of vertical seismic load flaying decisive role can enplain destruction of earthquake more reasonably.

若干年来的传统观点都认为水平地震力对结构破坏起着决定性作用。笔者1957年提出,这些年又继续证明:“传统观点是错误的,实际上是竖向地震力起主要作用。” 从很多国家规范规定的竖向地震力看来,传统观点可能基于两个主要考虑:1.很多地震记录都说明地面竖向加速度只有水平加速度的二分之一左右;2.结构对地面竖向运动没有放大作用。本文将列举大量地面上及结构上构件、物体与人的运动现象来说明传统观点的主要根据是很成问题的。另外,文中还根据震中区和远离震中区很多结构的破坏位置、破坏特征等证明:只有按竖向地震力起主要作用的观点才能给予较合理的解释。

 
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