prestressing loss中文是什么意思

• 预应力损失

• "loss"中文翻译    n. 1.丧失；丢失，遗失。 2.减损，损失，亏损(额) ...
• "prestressing loss due to creep" 中文翻译 :    徐变引起的预应力损失
• "prestressing loss due to friction" 中文翻译 :    摩擦引起的预应力损失
• "prestressing loss due to shrinkage" 中文翻译 :    收缩引起的预应力损失
• "prestressing" 中文翻译 :    强压（拉、扭）处理; 预加应力的; 预拉伸; 预力; 预应力；预加应力
• "auxiliary prestressing" 中文翻译 :    辅助预加应力
• "axial prestressing" 中文翻译 :    轴向预加应力
• "chemical prestressing" 中文翻译 :    化学预应力法
• "circular prestressing" 中文翻译 :    (环向预加应力)圆周预加应力; 圆周预加应力法
• "circumferential prestressing" 中文翻译 :    环向预加应力
• "device for prestressing" 中文翻译 :    施加预应力装置
• "electrical prestressing" 中文翻译 :    电预加应力
• "elecyrical prestressing" 中文翻译 :    电热法预加应力
• "full prestressing" 中文翻译 :    全预应力
• "linear prestressing" 中文翻译 :    长线预加应力法
• "longitudinal prestressing" 中文翻译 :    纵向预应力
• "multielement prestressing" 中文翻译 :    多单元构件预加应力
• "no bond prestressing" 中文翻译 :    无粘结纲筋的后预应力
• "nonsimultaneous prestressing" 中文翻译 :    不同时预加应力; 非同时预应力
• "partial prestressing" 中文翻译 :    部分的预应力; 部分预加应力; 部分预应力
• "prestressing bed" 中文翻译 :    (钢筋)预加应力台; 预拉伸底盘; 预应力台座; 预应力张拉台
• "prestressing by winding" 中文翻译 :    绕线预加应力
• "prestressing cable" 中文翻译 :    预应力钢索
• "prestressing force" 中文翻译 :    预应力
• "prestressing jack" 中文翻译 :    预应力千斤顶

• A simplified spatial method to calculate the prestressing loss caused by batched tension process
  分批张拉预应力损失的空间简化计算方法
• Experimental study on prestressing loss during stretching period of post - tensioned and unbonded concrete beams reinforced with cfrp bars
  预应力碳纤维筋混凝土梁张拉损失的试验研究
• We designed five walls for simulate both sides of the top floor . proceeded to add unilateral horizontal static loading experiment to 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model . crack - resistance behaviors were analyzed , and we have proceeded prestressing loss survey for 25 days , and discussed the reasons of prestressing loss
  模拟房屋顶层两端单元设计试验模型，进行了4片预应力砌块砌体墙和1片对比普通墙体水平单调静力加载试验，并且进行了25天的预应力损失观测，探讨了预应力损失和加载过程中预应力筋应力的变化等问题，分析了预应力砌体的抗裂性能。
• Firstly , the domestic researches , which have been reported , are introduced . then the characteristic of the system in estimation of prestressing losses is analyzed by theoretical method , and the reasons that the elimination of tendon is large and test results are not consistent are pointed . using fem software ansys , anchorage zone of pylon are analyzed
  论文首先介绍了国内现阶段对该问题的一些研究成果，然后从理论上分析了小半径大吨位环向预应力体系在计算预应力损失方面的特点和造成张拉伸长量偏大且实测的数据离散性较大的原因，并采用国际权威的有限元分析软件? ? ansys从理论上进行分析和索塔锚固区最不利节段的足尺寸模型试验进行校验。
• In the last part , we researched the bending strength of post - tensioned and cohesionless cfrp tendon concrete beams . in this part we summarized the performance of bearing , deflection and crack of the beams . at the same time , we introduced the research about the anchorage device and the prestressing loss
  另外，在试验分析的基础上，我们运用有限元分析软件ansys对碳纤维塑料筋普通混凝土梁在三分点竖向荷载作用下的受力状况进行了模拟，得出了详细的计算结果。