ultimate state造句

• The first of these limitations was the obsession of the greek mind by the idea of the city as the ultimate state .
  这些局限的第一项是希腊人在心理上把城邦作为国家的最终形式的成见。
• Secondly , the failure mode of bottom plates for finite element calculation is put forward based on the definition of ultimate states
  其次，依据极限状态的定义，给出了适用于有限元计算的底板失效模式。
• When the reinforcement is suitable , the yield state of member is similar , the ultimate state will change with the changes of p , fy and fc
  但上述冈素对截面极限曲率的影响很人，即关系到构件截面的破坏形态（截面延性比的大小） 。
• 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。
• When the whole structure is loaded twice , the strain of new parts lag behind that of the old , so that the new parts cannot reach ultimate state when damaged
  这样整个结构在二次荷载下，新加部分的应变将滞后于原构件总的应变水平。破坏时，新加部分将可能达不到自身的极限状态，其潜力得不到发挥。
• Therefore , studies on analysis and design method of cement concrete pavements in ultimate states based on actual composition of road traffic and temperature conditions become more important
  因此,根据公路实际的交通组成和温度状况,研究水泥混凝土路面结构极限状态的分析和设计方法成为迫切需要解决的问题。
• Based on the conception that the simple beam rotates rigidly around the plastic hinge in the middle when the beam is at the ultimate state of anti - bending capacity , the formula for calculating the stress in the external tendons and the ultimate anti - bending capacity of the beam were developed
  摘要在承载能力极限状态下，可把简支梁的跨中区段视为1个等曲率塑性铰（塑性区段） ，其余梁段可视为直线并处于绕塑性铰刚性转动的位置。
• Since the common loads had little effects to the relative displacement of top floor in cshbb , so it was unnecessary to considering them in normal use ultimate state . thermal effects had no influence to the resist compression bearing capacity and resist shear bearing capacity , but had great
  温度作用对砌体结构的抗压和抗剪承载能力没有影响，但对砌体结构的顶层山墙和外纵墙的弯曲抗拉承载能力起控制作用，需要考虑温度作用和荷载的组合问题。
• Abstract : the relations between prestressed reinforcements in two directions and the total balance loading of unbonded prestressed dual concrete slabs are established in the present paper based on the analysis of projects , in which the structural cost is optimized satisfying the requirements of the service state , the ultimate state and constructions
  文摘:本文在对无粘结预应力双向板两个方向平衡荷载分配方案分析的基础上，建立了以两个方向预应力筋面积与总平衡荷载的关系式，在满足极限状态、正常使用极限状态和构造要求的条件下，使结构的造价达到最佳。
• 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。
• The relations between prestressed reinforcements in two directions and the total balance loading of unbonded prestressed dual concrete slabs are established in the present paper based on the analysis of projects , in which the structural cost is optimized satisfying the requirements of the service state , the ultimate state and constructions
  本文在对无粘结预应力双向板两个方向平衡荷载分配方案分析的基础上，建立了以两个方向预应力筋面积与总平衡荷载的关系式，在满足极限状态、正常使用极限状态和构造要求的条件下，使结构的造价达到最佳。
• Equation was deduced on normal use ultimate state for cshbb based on displacement control method , whose statistical parameters of load item were got from field tests and statistical parameters of resist item were got from indoor experiments . reliability analysis was also done based on the equation
  根据由现场实测得到的温差统计模式及由室内试验得到的抗力统计模式，采用有限元计算得到的近似层间相对位移计算表达式，建立了基于位移控制的小砌块建筑的正常使用极限状态方程，并对其进行了可靠度分析。
• The confirmation also provides foundation to study superposed structure flexual member . 4 ) according to basic equations of strength of concrete , the study of concrete superposed flexural member at ultimate state emphasis on relationship between ultimate load and design parameters - am and ah . contrast with the test results and principles in code gb50010 - 2002 , proposal and design method have been tabled
  4 )根据混凝土力学的三个基本方程，针对混凝土叠合式受弯构件承载力极限状态的受力性能进行分析，着重分析叠合式构件的极限承载力与叠合式构件的两个设计参数( _ m和_ h )之间的关系，并参照已有的试验结果对力学分析的结果进行了对比。
• The test data demonstrate that the column strengthening by the prestressing force can be removed load and strengthened synchronously and the lagging of strain of the new parts compared that of the old can be cleared up when twice - loaded . the bearing capacity of whole construction is increased remarkably and the material of both the new parts and the old reach ultimate states
  通过试验数据分析可见，预应力法加固轴心受压构件可以达到加固与卸载同步进行，使新加部分在二次受力相对于原混凝土的应变滞后现象得到较好的消除，加固后组合构件整体承载力得到显著提高，新加部分与原构件材料的承载潜力可以达到最大的发挥。
• 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。
• Based on the pseudo - static experimental results of nine abnormal joints , the damage process of abnormal joint is divided into four stages of original crack , entire crack , ultimate state and failure , the effect of axial force ratio , stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed , the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made , the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield
  摘要根据9个钢筋混凝土框架异型节点试件的拟静力试验结果，指出异型节点受力过程分为初裂、通裂、极限和破坏4个阶段；讨论了轴压比、节点核芯配箍率、柱截面高度变化对异型节点抗剪性能的影响；提出应考虑节点核芯区箍筋屈服的不均匀性并在通裂状态下以“小核芯”为分析单元来研究此类节点抗剪承载力的建议；最终给出了异型节点抗剪承载力的计算公式。