1·Conclusion We can chose appropriate anchorage system for different patients.
结论对于不同的矫治病例可以根据需要选择合适的支抗系统。
2·Anchorage system can transfer or enhance intensity and steady ability of the geotechnical project.
岩土锚固能调用和提高岩土的自身强度和自稳能力。
3·To estimate the concrete compressive strength, the Pullout force when the anchorage system fails is measured.
为了估计混凝土抗压强度，抗拔力锚固系统出现故障时，测量。
4·Objective To evaluate the clinical stability of the palatal implant anchorage system in orthodontic treatment.
目的评价腭部种植体支抗系统在临床固定矫治技术正畸治疗中的稳定性。
5·The experiment also show the removable heavy labial wire anchorage system is better than Nance palatal arch and lip bumper.
实验研究也显示在阻止磨牙近中移动方面，该系统优于腭托及唇挡。
6·This paper investigates on the single hole anchorage, set up a computing technology to the reliability of a pre-stressing single hole anchorage system.
本文以预应力单孔锚具为研究对象，建立了预应力单孔锚具锚固体系可靠性的计算方法。
7·Within the whole anchorage system, the main stressed area is plastic-slipping zone; and the stresses born by elastic zone and debonding zone are relatively smaller.
在整个锚固体中，主要的受力部分是塑性滑移区，而弹性区和脱黏区的受力都较小。
8·This dissertation mainly studies flexural behavior of concrete beams prestressed with AFRP reinforcement, and the anchorage system of FRP reinforcing bars is studied too.
本文主要进行FRP筋材的预应力锚固体系和预应力afrp筋混凝土梁的受弯性能研究。
9·The failure in predicting stability of the anchorage system will bring projects inestimable loss, so we must check if the anchor bars play the roles according previous design.
锚固系统稳定性预测一旦失误，往往给工程带来不可估量的损失，因而，需要检查它是否按设计预定的方式起作用。
10·The paper introduces the arrangement of anchor sheaf in gate pier, the design of tension, the selection of anchorage system and the result of space finite element calculation.
本文对预应力闸墩的锚束布置、张拉力设计、锚固体系选择以及空间有限元计算成果作了简要介绍。