Chinese translation for "极限变形"
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- limit deformation
ultimate deformation
untimate deformation
Related Translations:
极限组成: ultimate composition 极限高飞: an extremely goofy moviex-tremely goofy movie, an 相容极限: compatibility limit 极限推理: kyokugen suiri colosseu
- Example Sentences:
| 1. | Theory research on the maximum reduction of deep tine taper hole formed by open - die cold extrusion
深小锥孔挤压成形极限变形程度理论判据建立 | | 2. | Plastic limited deformation analysis of the clamped rectangular steel plate subjected to air non - contact explosions
空爆载荷作用下固支矩形钢板的塑性极限变形 | | 3. | The researching aim of this paper is using push - over method to research the elastic - plastic ultimate deformation of self - combusted gangue reinforced concrete ( sgrc ) frame
本文的研究目的是使用静力弹塑性分析方法( push - over方法)研究煤矸石混凝土框架的弹塑性极限变形问题。 | | 4. | This paper has put forward such one , i . e . to use the dimensional angle iron framework to strengthen the center of the knot in order to add its degree of toughness and stiffness , improve its crack load and aggrandize its ultimate deformation
本文提出了一种提高节点抗震性能的新方法? ?用空间角钢骨架对节点核心区进行加强，以增大节点的强度、刚度，提高节点的抗剪、抗裂性能，并增大节点的极限变形能力及延性性能。 | | 5. | Based on the fast freeze - thaw test , the alkaline test , the water immersion test and the wet - thermal test of frp , the influence on frp mechanics behavior caused by aggressive environments are studied , and the causes of degradation of frp behavior are simply analyzed . 5
试验研究了工程中常用的碳纤维片材和玻璃纤维片材在水环境、湿热环境、冻融环境、碱化环境下的抗拉强度、弹性模量、极限变形的变化，简单分析各种环境对复合材料性能影响的原因。 | | 6. | According to the basis relation of stress , strain and the value of limit deformation during the strengthening of concrete architecture , the derivate computing method is applied under different state of load and internal force . and it is towards difference of stress and strain of the new and old part of the strengthening structure . it is pointed out that unloading is the necessary and important method of taking advantage of effect of the strengthening structure
本文根据混凝土结构加固中材料的基本应力? ?应变关系和极限变形值，针对加固结构新旧两部分的应力、应变差，应用迭加原理，导出了加固结构在不同受力状态下的承载力和内力适用设计计算方法，指出了“卸荷”是充分发挥加固结构效能的必不可少的重要手段。 | | 7. | Based on extensive investigation of construction technique history of chinese ancient buildings , the structure method , structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form . through a series of experiments on constituent parts of chinese ancient timber building structure , including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings , the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings , the tests on vibration isolation effect of friction and slippage between column footing and their socle base , and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions , destroyed conditions and reinforced conditions , many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings , the static function , the seismic performance , energy dissipation , vibration reduction , energy - loss mechanism , nechanicalmode and failure mode were studied . aplenty of valuable parameters of the structure system were obtained , such as the natural period of structure , vibration modes , damping ratio , factor of vibration isolation , oscillate amplitude of ineitial accebration , velocity and displacement , magnitude of slippage , and the mechanism of structure failure and collapse etc . based on these research , the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method , calculating mode , strength analysis of members and joints , strengthening methods for serving damaged ancient timber structure buildings were also taken into account
依照宋代《营造法式》建造了抬梁式殿堂木结构构件及结构模型，对中国古代木结构中的典型构造如：柱脚在础石顶面平搁简支、柱架榫卯连接、柱高不越间之广、侧脚、生起、斗拱等的构造机理及结构功能进行了量化分析和实验研究： (一)通过木柱石础静摩擦试验，测定了柱脚与石础古镜面间的摩擦系数及摩擦力随上部结构荷载变化的规律； (二)通过单柱承载力试验，测定了古建筑中木柱的受力变形特征、破坏模式、及模型材料的变形模量、极限承载力、极限变形等参量； (三)通过柱架低周反复荷载试验，测定了柱架的抗侧移刚度、柱架恢复力特性及滞回曲线、榫卯张角刚度及其变化规律、柱架及榫卯的极限承载力和极限变形、及榫卯减振参数； (四)通过斗?低周反复荷载试验和受压试验，测定了古建筑木构件与木构件间摩擦系数，斗?抗侧移刚度，斗?恢复力特性及滞回曲线，斗?抗压极限承载力及受力变形规律； (五)通过抬梁式殿堂间架模型振动台试验，测定了殿堂木构架结构自振周期，地震反应振形、阻尼特性及阻尼比；按结构分层特点对柱脚、柱头和斗?层上的屋盖的地震反应采用多点同步测量，对柱根滑移、榫卯变形、斗?的变形、复位、耗能减振参数等进行了定量分析。 |
- Similar Words：
- "极限被动土压力" Chinese translation, "极限比" Chinese translation, "极限必需培养基" Chinese translation, "极限边界润滑" Chinese translation, "极限编程" Chinese translation, "极限辨差阈" Chinese translation, "极限标明" Chinese translation, "极限波" Chinese translation, "极限波长" Chinese translation, "极限波高" Chinese translation
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