锚固损失的英文

• anchorage loss

• 损失    lose
• 锚固    anchorage; anchoring; bolting; grappling; tie
• 锚杆；锚固    tieback
• 锚固点    anchor point
• 锚固端    anchord end
• 锚固件    anchorage points
• 锚固力    anchorage force; anchoring force
• 锚固区    anchorage zone
• 锚固索    anchoringwire
• 锚固桩    anchor pile
• 损失    1.(失去) lose 损失金钱 lose one's money; 你是不是因此受到损失呢? did you lose by it? 军队损失惨重。 the army lost heavily. 损失三架飞机。 three planes were lost.2.(失去的东西) loss; wastage 赔偿某人损失 recoup sb. for his loss; 不可弥补的损失 an irreparable loss; 痛惜这一巨大损失 lament this great loss; 对财政损失提供保险 offer indemnity against financial loss; 交易损失 trade loss; 连续损失 successive losses; 意外损失 uninsured loss; 运费损失 loss of freight; 战斗中遭到重大损失 suffer heavy losses in war; 我的损失很大。 my losses have been very great. 健康的丧失比财富的损失更为重要。 loss of health is more serious than loss of wealth. 他的逝世是国家的重大损失。 his death is a great loss to his country. 法院判给他损失赔偿费。 he was awarded his damage by the court.; 损失报告书 loss report; 损失补偿保险 indemnity insurance; 损失程度 extent of damage; degree of damage; 损失处理 settlement of loss; 损失分摊 loss apportionment; 损失检验 damage survey; 损失理算 adjustment of loss; 损失率 loss rate;percentage loss; 损失明细表 loss bordereaux; 损失清单 claim statement; 损失区分 separation of losses; 损失审查 damage survey; 损失时间 lost time; 损失损坏证明书 certificate of loss or damage; 损失所负责任 liability for loss; 损失调查 damage survey; 损失通知书 notice of loss; 损失系数 loss coefficient; 损失限额分保 stop loss reinsurance; 损失限额再分保 stop loss reinsurance
• 板桩锚固    sheet pile anchorage
• 不规则锚固    random bolting
• 地基锚固    ground archor
• 地锚固定    earth anchorage
• 电渗锚固    electroosmotic anchor
• 端部锚固    end anchorage
• 管线锚固    pipeline anchoring
• 基础锚固    foundation anchouing
• 胶结锚固    bonding anchor
• 胶粘锚固    adhesive anchor; adhesive tie
• 浇注锚固    cast-in anchorage; cast－in anchorage
• 金属锚固件    metal anchorage
• 靠粘接锚固    anchorage by bond
• 梁端锚固    beam anchorage; beamanchorage

• A computer program is also presented on calculating the instantaneous prestress losses and the tension value of prestressing tendon , which can be used conveniently in design or in construction
  本文编制了计算预应力摩擦损失、锚固损失和张拉伸长值的程序，能够在设计或施工中很方便地使用。
• Theoretical formulae are given to precisely calculate the instantaneous prestress losses of prestressing tendon with many waves curve . the formulae are very practical . it is more general than that proposed in current codes
  本文提出了精确计算多波曲线预应力筋摩擦损失与锚固损失的理论公式，该公式非常实用，较现行规范中所提供的公式更具有通用性。
• The current approaches including code methods to calculate stress losses due to anchorage set exist several shortcoming , such as unsuitable to different profiles of tendons or very complicated to compute due to sectional analysis . based on classical theory of friction when tendons are stretched in post - tensioned concrete members , the unified method to calculate the stress losses in tendons due to anchorage set while considering the affection of reverse friction has been established , these formulae are suitable to be used in computer ; also approximate formulae are produced which are suitable to manual computation , they are easy to be applied in research or design
  针对目前预应力钢筋锚固时钢筋回缩引起的预应力损失计算方法中存在的问题，建立了考虑反摩阻影响的后张法预应力混凝土桥梁锚固损失的统一计算式，适用于任意形状的预应力钢筋和单、双端张拉的情形；给出了适于机算的理论公式和适于手算的近似计算式，可方便地应用于研究和工程实践。
• Based on the engineering requirement , much application technological research has done on the compression of frame beams , concrete stress , anchoring loss , hole friction loss and the measuring of the inverted arch . and some useful suggestion has been tendered to improve the calculating and design method and optimize the construction
  结合工程需要，对框架梁的压缩、混凝土应力、锚固损失、孔道摩擦损失和反拱等的测试进行了实用技术研究，为改进计算设计方法和优化施工提出了有关建议。
• In this thesis , it is analyzed theoretically the steel bar layout pattern , the prestress loss , the concrete stress , and the discipline of the deformation and the fracture forming of structures of the partial prestress concrete frame beams , which is widely used in modern civil engineering
  本文从理论上分析了现代建筑工程中广为采用的部分预应力混凝土框架梁的布筋方式、预应力损失、混凝土应力、结构变形和开裂规律；导出了具有一般意义的预应力锚固损失以及梁的长期挠曲变形计算公式。
• Been conducted accurately on prestress losses due to friction and due to the deformation of ahchorage devices and on interrelation between the different prestressing tendon during the course of tension . digital and sensing technology was first utilized to carry out the investigation on the influence of fluctuations of temperature on prestress . it is concluded that prestressing construction of reinforced concrete frame structure of high building without taking the effect of temperature into account simply could n ' t satisfy the requirement of quality criteria in force
  本文对预应力摩擦损失、锚固损失以及不同的预应力筋在张拉过程中的相互影响进行了精确的现场试验研究，首次利用数字传感技术完成了温度变化对预应力影响的研究；得出了在高层钢筋混凝土框架结构施工中，不考虑温度影响的预应力施工，根本满足不了现行质量标准要求的重要结论。