核查正常使用极限状态时必须考虑热作用。
Thermal effects should be taken into account when checking serviceability limit states.
不均匀沉降的影响主要用于正常使用极限状态的验证。
The effects of differential settlements should generally be taken into account for the verification for serviceability limit states.
而且本文考虑了正常使用极限状态和剥离极限状态的概念。
The concept of serviceability limit state and ultimate limit state is considered.
通过桥梁荷载试验可以实现或验证正常使用极限状态承载力。
The ultimate state of the bridge normal use can be practiced or tested by loading test.
并提取了正常使用极限状态荷载组合下零号块开口梁端两端的截面内力。
Extract the internal force at both sides of the aperture girder at the load combination of normal use limiting state.
研究了体外预应力钢-混凝土组合梁在正常使用极限状态下的受弯性能。
It is researched that the bending behaviors of external prestressed composite steel-concrete beams in service ability limit state.
钢筋混凝土结构构件应满足承载能力极限状态及正常使用极限状态的要求。
The structural component of reinforced concrete should meet limit status of bearing capability and requirement of normally utilized limit status.
最终和正常使用极限状态下组合作用的一般格式见en 1990第6部分。
The general formats for combinations of actions for the ultimate and serviceability limit states are given in en 1990, Section 6.
正常使用极限状态验证的材料分项系数值必须采纳本欧洲标准特别条款中的规定。
The values for partial factors for materials for serviceability limit state verification should be taken as those given in the particular clauses of this Eurocode.
针对正常使用极限状态下的挠度、抗裂等的检验来评定既有混凝土结构构件的适用性。
In this paper, the applicability of existing concrete structural component is evaluated by tests of the deflection and anti-crack on normal service limit state conditions.
对外贴FRP加固预应力混凝土桥梁正常使用极限状态的抗裂和变形性能进行初步研究。
This paper conducts a preliminary study of crack resistance and deformation behavior of prestressed concrete girders strengthened with externally bonded FRP in serviceability limit state.
分析在正常使用极限状态下截面内力分别为最大负弯矩和最大正剪力两种工况下应力分布规律。
Then take three-dimensional simulation for the model, and analyze the stress distribution when conditions maximum positive shear or maximum nagetive moment happens.
实验结果表明，在正常使用极限状态时，位移较小，同一楼层平面内刚度无限大的假定可以成立。
Test result suggests , in the serviceability limit states, displacement is littleer, the plane stiffness infinite assumption may be established.
地基梁可不进行承载能力极限状态的计算，其配筋可由正常使用极限状态中的允许裂缝宽度来确定。
Ultimate strength design is not required and the reinforcement can be determined only on basis of allowable crack width in design of beam on foundation.
讨论了正常使用极限状态下，HRB400级钢筋混凝土梁的裂缝宽度和挠度能否满足规范限值要求。
Whether the HRB400 steel bars reinforced concrete beams can be met the limit of the maximum crack width and the limit of deflection is discussed.
通过25根钢筋钢纤维混凝土梁的试验，研究了影响钢纤维高强混凝土梁在正常使用极限状态下裂缝宽度的各种因素。
Based on an experimental study on 25 FRC beams, variables that affect the width of cracks in steel fiber reinforced high-strength concrete beams under normal service conditions are studied.
试验结果表明，部分预应力陶粒砼叠合连续板跨中取用较低的预应力度，不仅能满足正常使用极限状态的要求，而且具有较好的延性。
The test results show that the continuous composite slab with lower level of prestressing can meet the requirement of ultimate state under normal serviceability and has better ductility.
通过相应的计算实例，对混凝土结构的正常使用极限状态和承载能力极限状态进行了分析，得到了对这两种极限状态影响较大的因素。
After calculating some examples the author analyzes the RC structure's serviceability limit state and ultimate limit state, and finds the main influence factors.
计算结果说明，无粘结部分混凝土构件的正常使用极限状态下的可靠性提高，设计规范的“特征裂缝宽度”计算公式有较高的可靠保证。
The results are shown that reliability level of the members are sufficient, the guaranteed reliability is higher using the calculating formulas of characteristic crack width of current design codes.
分析表明，拱肋变形降低了结构的极限承载能力，并增大了其在正常使用状态下的侧向变形，以致拱脚外包混凝土开裂严重。
The results show that the arch distortion weakens structural ultimate load bearing capacity, and increases lateral displacement at the bottom of .
工程结构构件在正常使用载荷作用下，根据结构的正常使用承载力极限状态的要求，必须满足力的平衡条件，即构件不发生失稳现象。
According to requirements of the structural serviceability limit state, the members in structure must be satisfied the equilibrium in practice to avoid instability.
工程结构构件在正常使用载荷作用下，根据结构的正常使用承载力极限状态的要求，必须满足力的平衡条件，即构件不发生失稳现象。
According to requirements of the structural serviceability limit state, the members in structure must be satisfied the equilibrium in practice to avoid instability.
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