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受力形态
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  force pattern
     Combining the South 2nd-phase project of Zhanjiang Port District Ⅰ, from the two aspects including site test and limit-element calculation, analysis is carried out to the force pattern acted on the sloping pile and its pile cap under the load of rubble filling of bank slope and back filling of wharf. The reason of damage of bank-side sloping pile is expounded.
     结合湛江港一区南二期工程,从现场试验及有限元计算两方面对岸坡抛石及码头回填荷载作用下斜桩及其桩帽的受力形态进行分析,并阐述向岸侧斜桩破坏的原因。
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  “受力形态”译为未确定词的双语例句
     It discuss the basic working principle of flexible pipe and law of pipe-solid system.
     对埋地高分子柔性管的工作原理,管、土系统共同工作的规律和管道受力形态进行了分析研究。
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     This paper briefly introduces the load state and stress calculation method of beam bridge strengthened by external prestress
     简要介绍了采用体外预应力加固后梁桥的受力形态和应力计算方法。
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     to simulate the complex mechanics behavior of the screw pile under the co-effect of torsion, vertical force and the friction force which is provided by soil in the construction; to analyze the effect when different parameters of the screw pile in bearing capacity and mechanical character in the phase of working.
     主要内容包括:对预制螺旋桩和传统圆形桩在沉降方面进行了对比,对螺旋桩在施工时的扭矩、竖向力和土体的摩阻力共同作用下桩体的复合受力形态进行了数值模拟,分析了各种桩型参数对桩体受力性能及承载能力的影响。
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     Combined the whole section confinement and the regional confinement, regional confined concrete changes the way of confinement which make the confinement more efficient by increasing the strength and improving the ductility of concrete.
     区域约束混凝土改变了约束的机制,将传统的整体约束变为整体约束与区域约束相结合,它有效提高约束区域的混凝土强度及延性,改变了构件的受力形态
     According to the stressstrain relationship and the principle of coordinative displacement,this paper analyses the forms of supporting force of concrete beams strengthened with prestressed CFRP sheets in every phase. The calculation formulae of yielding and ultimate moment are concluded in theory when premilinary moment is considered. It offers referrible gist for strengthening design of practical engineering.
     根据应力—应变关系及变形协调原理,分析了采用预应力CFRP布加固混凝土梁每个阶段的受力形态,从理论上推导出了考虑初始弯矩时构件屈服弯矩和极限弯矩的计算公式,为实际工程加固设计提供了计算依据。
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     The horizontal bearing capacity and the damage degree of the test model were investigated.
     分析了试验模型的受力特点和破坏形态
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     MORPHOLOGY OF THE COSTA
     肋的形态
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     THEORETICAL ANALYSIS ON THE STRUCTUKAL FORM AND STABILITY OF OVERLYING STKATA IN LONGWALL MINING
     采场上覆岩层结构的形态受力分析
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     cell morphology;
     细胞形态
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     An Analysis of the Force Received by the High Jumper
     跳高运动员的受力分析
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  force pattern
The force pattern of the topographic structure shows a protrusion around the surface structure.
      
However, the force pattern displays a hollow around an embedded structure with a dielectric constant less than that of substrate medium.
      
For an embedded structure with a larger dielectric constant, the force pattern exhibits a protrusion, and the force signal is much weaker than that of the topographic structure.
      
The initial posture consisted of the diagonal force pattern induced by stimulation of another cortical site corresponding to a different limb.
      
Whereas, during vertical movements performed under normal and hypergravity, a load force maximum occurred at the lower turning point and a minimum at the upper turning point, the load force pattern was completely changed under microgravity.
      
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Combining the South 2nd-phase project of Zhanjiang Port District Ⅰ, from the two aspects including site test and limit-element calculation, analysis is carried out to the force pattern acted on the sloping pile and its pile cap under the load of rubble filling of bank slope and back filling of wharf. The reason of damage of bank-side sloping pile is expounded.

结合湛江港一区南二期工程,从现场试验及有限元计算两方面对岸坡抛石及码头回填荷载作用下斜桩及其桩帽的受力形态进行分析,并阐述向岸侧斜桩破坏的原因。

According to the stressstrain relationship and the principle of coordinative displacement,this paper analyses the forms of supporting force of concrete beams strengthened with prestressed CFRP sheets in every phase.The calculation formulae of yielding and ultimate moment are concluded in theory when premilinary moment is considered.It offers referrible gist for strengthening design of practical engineering.

根据应力—应变关系及变形协调原理,分析了采用预应力CFRP布加固混凝土梁每个阶段的受力形态,从理论上推导出了考虑初始弯矩时构件屈服弯矩和极限弯矩的计算公式,为实际工程加固设计提供了计算依据。

This paper briefly introduces the load state and stress calculation method of beam bridge strengthened by external prestress

简要介绍了采用体外预应力加固后梁桥的受力形态和应力计算方法。

 
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