English translation for "earthquake fortification"
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- 抗震设防
Related Translations:
- Example Sentences:
| 1. | The appropriate maximum stories and the appropriate maximum height of buildings are determined by using the various of control index , such as period , shear - compression ratio , allowable value of drift angle etc when earthquake fortification intensity is 8 degree
用各项控制指标，如周期、剪压比、轴压比、层间位移角等进行对比分析，给出在8度区该结构的最大可建造层数和最大适用高度。 | | 2. | The deformation analysis was made to a 12 storey reinforcement concrete structure , building in site condition ii , earthquake fortification level 8 , by a program idarc - 2d which is put forward by the state university of new york at buffalo . the strong ground motion records obtained from pacific earthquake engineering research ( peer ) stiong ground motion database . thirty - eight waves were selected from the database by sorting the site condition and peak ground acceleration a comparison was made to the thirty - eight records " response spectra and the design response spectrum . thirteen waves were selected to the deformation analysis , el - centro wave and taft wave were added as a comparison . the result of computation shows that the selected waves damaged the structure severely than the el - centro wave and taft wave
利用idarc - 2d对一建于8度类场地上的12层钢筋混凝土框架结构进行了大震下的变形验算。强震记录取自加州国家地震中心强震数据库，按场地类别和峰值加速度对数据进行分类处理，从中选出38条波进行反应谱的拟合。最终选定拟合较好的13条波进行本次试算，作为比较加入了常用的el - centro波和taft波。 | | 3. | Because of its many advantages , the tapered portal frame is getting more and more application . ( ( technology code of light steel structure of portal frame ) ) ( cecs 102 : 2002 ) , our country enacted , does n ' t define conditions that tapered portal frame needs anti - earthquak - e design . but mentions in illustration of rules : when earthquake fortification intensity is 7 degree , the portal frame does n ' t need anti - earthquake checking generally ; but for 8 degree and above , horizontal just with lengthways frames both need anti - earthquake checking
楔形变截面门式刚架山于其诸多的优点得到越来越广泛的应用，我国颁布的协会标准《门式刚架轻型房屋钢结构技术规程》 ( cecs102 2002 )中没有对变截面门式刚架需要进行抗震设计的情况进行具体规定，但在后面的条文说明中提到： “当抗震设防烈度为7度时，一般不需做抗震验算；当为8度及以上时，横向刚架和纵向框架均需做抗震验算。 ” | | 4. | The earthquake fortification level and the seismic performance level of structure are introduced in the thesis ; in the push - over method and quasi - static test analysis , basic concepts , development histories , the present state and their future of development ; several computing methods of structure damage and judging the grade of structure damage are simply introduced
介绍了包括地震设防水准、结构抗震性能水准等基本概念；介绍了静力弹塑性分析方法( push - over方法)和拟静力循环往复加载分析方法的概念、发展历史、现状与研究前景；并简要阐述了计算结构损伤和判断结构损伤等级的一些方法。 |
- Similar Words：
- "earthquake forcecasting" English translation, "earthquake forces" English translation, "earthquake forecast" English translation, "earthquake forecasting" English translation, "earthquake foreshock" English translation, "earthquake frequency" English translation, "earthquake generating stress" English translation, "earthquake geochemistry" English translation, "earthquake ground motion" English translation, "earthquake hazard" English translation
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