研究表明：密肋复合墙体是一种轻质、高强、节能、抗震性能良好的结构受力构件。
Research results indicated that the multi ribbed panel wall, being the main bearing member of MRPS, has the characteristics of low weight, high strength, energy saving and good seismic performance.
受压构件是结构的主要受力杆件。
对钢筋混凝土结构构件受力裂缝的成因进行分析，并对工程实例加以计算分析，提出相应的防治措施和加固处理方法。
The cause of stressed cracks in concrete construction is discussed, and some practical structure project is analyzed with some relevant strengthening methods introduced.
曲线箱形梁桥是空间复杂受力的结构体系，预应力效应一方面能提高构件的承载能力，另一方面也可能对结构带来一些不利的影响。
Curved box girder bridge is a complicated spatial structural system. The effect of prestressing may improve the bearing capacity of the members, but may also adversely affect the structure.
结合课题组前期的研究成果，就一种新型结构的主要受力构件——密肋复合墙体的抗震性能及设计理论进行研究。
On the basis of previous study, this paper presents a research on the aseismic performance and design theory of multi-ribbed slab wall, which is the main bearing member of a new structure.
密肋复合墙体是密肋壁板结构的主要受力构件。
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.
钢筋焊接网宜用作钢筋混凝土结构构件的受力主筋、构造钢筋和箍筋。
Welded steel fabric may be used as main bearing reinforcement, stirrups and detailing requirements reinforcement in the members of reinforced concrete structures.
文章对在悬索式管桥体系中应用ANSYS程序有限元结构分析方法，分析管桥主要构件的受力情况并确定安装尺寸方面进行了探讨。
This paper discusses the analysis on forces and determination of installation dimensions of main structural parts of the suspension pipe bridge by means of finite element analysis program ANSYS.
超高层筒体结构近似悬臂梁弯曲受力构件，在动力作用下，外框剪力墙的动应力反应要大于核心筒墙的动应力反应。
The barrel shape structure work like an overhanging beam and when subjected to earthquake load, its dynamic stress of outer frame is greater than that of inner tube.
本文针对地下室结构形式，提出了在不同等级人防荷载作用下各主要受力构件的承载力验算方法。
Aimed at the basement structure form, the strength checking method of components that are under the action of different grades civil air loads is promoted.
试验结果表明，该结构近似于一个悬臂梁弯曲受力构件。
The result of this test shows that this structure is similar to a vertical bending cantilever beam component.
因此要重视结构构件的受力机理，加强结构构件的构造设计，充分利用力学原理分析和解决实际工程问题。
So we should attach importance force mechanism and enhance constitution design of structure member, and apply mechanics principle to analysis and settle practical problems.
对板桁结构的各结构体系受力分析的目的是为了在设计过程中能根据各体系的受力特点，对不同的构件进行有针对性的设计。
The purpose of analyzing the force bearing of various structure systems of the plate and truss structures is to design specifically for different structures according to the features of force bearing.
介绍了攀钢轨梁厂钢轨收集装置——滑轨升降式拉钢台架的结构，并计算了主要受力构件滑轨的强度和刚度。
The structure of slide rail over and under type skid bed drawing steel rail has been introduced, and the strength and rigidity of main load -bearing slide rail have been calculated.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件，通过整体张拉预应力钢筋而形成的板柱结构体系。
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
斜拉索作为大跨斜拉结构重要组成构件，其复杂振动特性会影响着整体结构的受力性能。
As an important component of long span cable-stayed structure, the vibration behavior of inclined cables will affect the mechanical characteristics of the overall structure.
采用高强复合玻璃纤维布进行旧桥加固，能够保证受力构件协同工作，结构整体受力，共同承担荷载。
Application of compound glass fiber cloth into the reinforcement of old Bridges can guarantee the stress components to work jointly and provide an overall support against the load.
密肋复合墙体作为密肋壁板结构的主要受力构件，其受力特性、构造处理和连接方式比较复杂。
Being main bearing members of a multi_ribbed slab structure, the forced characteristics, tectonic measures and connections of a multi_ribbed composite wall are complex.
斜拉索是斜拉桥等索支撑结构中重要的受力构件，随着斜拉桥跨度的逐渐增加，拉索也越来越长，轻而长的拉索的振动控制问题也日益突出。
The cable is a very important member in the cable bridge, and its length is greatly increasing with the span of the bridge. The vibration control of a light and long cable is an attentive focus.
张弦梁结构是由弦、撑杆和抗弯受压构件组合而成的新型结构体系，是通过在弦中施加预应力来改善抗弯受压构件受力性能的自平衡体系。
Beam string structures are a new type of space structure, which composed of strings, struts and moment-resistant elements such as beams and, arches.
依照《人民防空地下室设计规范》对门框墙构件设计计算时，其内力采用悬臂梁结构计算模型，但是门框墙结构从结构受力特性上分析更接近于四边约束的板式结构。
When designing the doorframe wall of civil air defense according to the Code for Design of Civil Air Defense Basement, the internal forces are computed based on the cantilever beam model.
主缆是悬索桥的重要受力构件，精确计算其空缆线形是悬索桥上部结构施工成败的关键。
The cable is the important component of suspension bridge. Determination of initial states of cable of large span suspension bridge is the key part of the upper structure construction.
首先，根据张弦梁结构各构件的受力特点，选择c。
Firstly, according to the mechanical characteristics of BSS members, c.
本文分析动力伞结构的受力状态，并对主要承力构件进行了强度及稳定性计算。
The force-bearing state of powered parachute is analyzed in this paper, and much calculation about the strength and stability of major force - bearing component is done.
斜拉索是深圳万科中心结构的重要构件，监测拉索在施工及运营期间的受力状态非常重要。
The stayed cables are important components of Shenzhen Vanke Center, it's significant to monitor their strained condition during construction and operation.
钢筋混凝土结构构件的设计一般采用截面内力法进行受力分析，然后采用经验公式进行配筋设计。
Generally, the design of reinforced concrete structural element takes the method of cross-section inner force for weighting analysis, then USES empirical equation to design distributed steel.
只有当金属结构的主要受力构件发生整体失稳或变形超过标准，而又不可修复时，电动平车板应报废。
Only when the metal structure of the main bearing member of global instability or deformation exceeds the standard, and can not be repaired, electric flat car plate should be scrapped.
膜结构是以柔性的建筑膜材为主要受力构件的空间结构，属于大变形结构体系，其应用日益广泛。
Membrane structure is a kind of space structure which USES structural membrane as the supporting member. It belongs to the system of large deformation structure and has been widely used.
对全面提升汽车关键受力结构件设计水平和设计质量具有重要现实意义。
This is of important and realistic significance to comprehensively enhancing the level and quality of the design of the critical stressed structure of the automobile.
由于门式刚架自身的特殊问题，如允许构件腹板局部屈曲和半刚性连接等不同于其他结构的受力特点，因此，急需开展这种结构形式的抗震性能研究。
As its special property, such as permission of web buckling behavior and semi-rigid connection, is different from other structural systems, it is necessary to study on its seismic behavior.
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