极限状态设计的英文

• ultimate limit state design

• "极限"英文翻译    the limit; the maximum; the ...
• "状态"英文翻译    status; state; condition; st ...
• "设计"英文翻译    devise; project; plan; desig ...
• "概率极限状态设计" 英文翻译 :    probabilistic limit states design
• "极限状态设计法" 英文翻译 :    limit states method
• "极限状态" 英文翻译 :    competence; limit states; limiting condition; uls ultra limit condition; ultimate limit state; ultimate state
• "极限状态法" 英文翻译 :    limit state method
• "变形极限状态" 英文翻译 :    deformation limit state
• "功能极限状态" 英文翻译 :    service ability limit state
• "极限状态测试" 英文翻译 :    high-low bias test
• "极限状态方程" 英文翻译 :    limit state equation
• "极限状态计算" 英文翻译 :    limit design
• "开裂极限状态" 英文翻译 :    cracking limit state; limit state of cracking
• "临界极限状态" 英文翻译 :    critical limit state
• "疲劳极限状态" 英文翻译 :    fls
• "破坏极限状态" 英文翻译 :    failure limit state
• "使用极限状态" 英文翻译 :    serviceability limit states
• "最终极限状态" 英文翻译 :    ultimate limit state
• "承载能力极限状态" 英文翻译 :    ultimate limit states
• "极限状态， 限制条件" 英文翻译 :    limiting condition
• "开裂的极限状态" 英文翻译 :    limit crack growth; limit state of cracking
• "裂缝宽度极限状态" 英文翻译 :    limit state of crack width
• "使用效率极限状态" 英文翻译 :    serviceability limit state
• "正常使用极限状态" 英文翻译 :    serviceability limit states; serviceabilitylimitstate; sevceability limit states
• "使用极限状态使用性能极限状态" 英文翻译 :    serviceability limit state

• Probability limit state design for underground structure
  地下结构的概率极限状态设计
• - probabilistic limit states design normal - normal mode
  概率极限状态设计
• Ultimate limit state design
  极限状态设计
• As a result , it is an urgent engineering problem to determine load level on asphalt pavements scientificly and to research ultimate state design method of asphalt pavement structures
  因此,科学地确定沥青路面结构荷载等级,研究沥青路面结构极限状态设计方法成为工程中迫切需要解决的问题。
• Recently , the method which bases on structure ultimate strength developed very rapidly in the domain of structure engineering . it has been a trend that the design method which bases on structure ultimate strength replaces the traditional method which bases on the theory of elasticity
  近年来，基于结构极限强度的极限状态设计法在结构工程领域得到了迅猛发展，在船舶工程中，用基于极限承载能力的设计方法来取代传统的基于线弹性理论的设计方法也成为一种趋势。
• The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section . the amount of longitudinal reinforcement be ascertained on the basis of the flexure model , is obtained according to static for balance condition , the calculative expression of the load is obtained . and in terms of the design method in ultimate state the maximum load
  我国规范对于牛腿的设计规定，牛腿尺寸的确定以斜截面抗裂作为控制条件，纵筋用量的确定以弯压破坏模型为基础，根据静力平衡条件得到承载力的计算公式，按照极限状态设计方法计算得到，箍筋用量则按照构造要求确定。
• Firstly , for the system of moulding board and support frame in construction the side pressure and screws are analyzed . the material and structure form of support frame are discussed . the design of support frame uses the method of limited state , and also it analyses the integer stability , part stability , and single stability , and then proposes the load analysis of multi - level support frame
  首先，针对转换层梁模体系及支撑架施工，重点分析了转换层结构现浇混凝土对模板侧压力值及模板对拉螺杆的计算；讨论了转换层支撑体系的形式及构造，详细论述了基于极限状态设计的支撑架计算方法，包括纵横向水平杆的强度验算、立杆的整体稳定性、局部稳定性、单肢杆件稳定性等验算，并提出了多层支撑架的施工荷载计算方法。
• Abstract : the approach for the design and the beharvioural mechanisms of reinforced soil sructures are presented in this paper . the limit state approach and aspects of partial factors for the design of geosynthetic reinforced soil structures are described emphatically . application of the method for the design of a certain wall of flyash reinforced by geosynthetics , and the characteristic values and partial factors are discussed . this documentation is directly towards researchers and practionaires , and gives guidance for future research and development of codes for reinforced soil wall
  文摘:笔者介绍了加筋土的加固机理及设计方法，重点阐述了合成材料加筋土的极限状态设计方法的概念及分项修正系数，在一合成材料粉煤灰加筋土高支档的设计及验算中引入了分项修正系数，并对其主要设计指标确定进行了分析.本文对从事这一领域研究和工作的人员，以及今后规范的修订具有参考价值
• The rationale of reliability analysis considering damage the rationales involved in the methods adoptive in this article mostly include : reliability theory , finite element theory , monte carlo theory and sensitivity theory etc . the reliability assessment for the structures on active duty developed base on the notions and practical methods of structure reliability design , and at present , the methods which are used more are probabilistic limit design means based on reliability theory
  基于损伤下结构可靠性分析的基本原理本文所采用的方法涉及到的基本原理主要包括可靠度理论、有限元理论、 montecarlo基本理论、灵敏性理论等。对于现役结构的可靠度评定是以结构可靠度设计的概念和实用方法为基础发展起来的，目前使用较多的是基于可靠度理论的概率极限状态设计法。
• Thirdly , ultimate bearing capacity theory was applied in the design of asphalt pavments . ultimate state design method for asphalt pavment structures was put forward and illustrated by a specific example . difference in design thickness by method of this paper and that of specifications was compared
  再次,将极限承载力理论应用于沥青路面设计领域,提出了沥青路面结构极限状态设计方法,通过具体实例来说明,并比较了按本文方法与按规范方法得出的设计厚度的差异。