• The structural load effect S and the resisting force R are obtained through analyzing the force condition of gravity dam.

    通过对重力坝的受力分析,得到结构的荷载效应S及结构的抗力R。

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  • This paper discusses that influence of horizontal resisting force due to soil around pile on the dynamic property of foundation pile.

    本文探讨了桩周土体的横向抗力对基桩动力稳定性的影响。

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  • Finally, the method of equatorial horizon projection is used to analyze and calculate the sliding force and the resisting force in space.

    最后运用赤平极射投影进行空间滑动力与阻抗的分析计算。

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  • Combining resisting force effect factors time variation model, the static and dynamic test, which is in different situation, is simulated.

    结合抗力影响因素时变模型,模拟不同状态下的桥梁静动载试验的过程。

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  • Derives limit condition equation of bridge loading capacity under damnification status on the basis of resisting force model and loading model.

    在抗力衰减模型及桥梁荷载模型的基础上,推导出了损伤状态下桥梁结构承载力极限状态方程。

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  • According to the measured results, it discussed the affection of resisting force of mine, lifting load and the mass changing of steel-wire rope.

    根据实测结果,讨论了矿井阻力、提升载荷及提升钢丝绳重量变化对实测的影响。

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  • It is difficult to define the value of comprehensive variability coefficient of resisting force and acting force in reliability index inspection.

    抗力和作用力的综合变异系数的取值是规范套改中可靠度指标检验中的难题。

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  • The key issue for establishing calculating model of segments is to consider the influence of the joint and ground resisting force to the structure.

    管片计算模型的建立主要是考虑接头和土层抗力两种因素对结构的影响。

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  • The maximum tilting force moment value can be obtained by analyzing the static resisting force moment at individual points on the track along which mixers move.

    对混铁炉在其运行轨迹上的各个位置静阻力矩进行分析,可以找出混铁炉倾动时所需的最大倾动力矩,然后可以选定与之相匹配的电机、制动器,以达到产品的优化设计。

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  • R curve analysis indicates that resisting force of crack growth in polarization direction increases with crack size increasing, owing to ferroelectric domain deflection.

    曲线模拟分析表明:极化方向的裂纹扩展阻力随着裂纹深度的增加而增加,体现了畴致偏转对断裂的阻碍作用。

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  • The most commonly used lateral force resisting system (LFRS) for rectangular all-wood or low-rise masonry and wood buildings is the shear wall mechanism combined with horizontal diaphragms.

    矩形全木房屋或低层砖石木建筑物最常用的侧向力抵抗系统(LFRS )是剪力墙机制,并结合横隔使用。

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  • Based on the lateral force resisting system of high rise building, through abundant examples, this paper analyzes the types and internal force characteristics of megastructure systems.

    从高层建筑抗侧力体系出发,通过丰富的实例,分析了巨型结构体系的各种形式和受力特点。

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  • In rectangular buildings, lateral loads acting in the short direction (as shown above) generally pose the greatest problem to the primary lateral force resisting system, (LFRS).

    矩形建筑物,作用在短方向上的横向荷载(如上所示)普遍对主要抗侧力体系(LFRS)造成主要问题。

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  • Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.

    轻钢骨混凝土剪力墙作为一种抗侧力体系,其抗剪强度是其主要的性能参数。

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  • A new type of lateral force resisting system, the buckling-restrained steel plate shear wall (BR-SPW), proposed by the authors was tested and analyzed in detail.

    提出了一种新型的防屈曲钢板墙用作高层建筑的抗侧力构件。

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  • Sentinels resisting the force of waves, sea stacks off the coast of Washington are all that remain of accreted sedimentary land that was fused onto the continent during subduction.

    华盛顿海岸的浪蚀岩柱像哨兵一样抵抗着海浪的力量,他们都是合生的沉积地遗址。这块沉积地是在俯冲时和大陆接合的。

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  • As a new system of structure, Multi-Ribbed Composite Slab structure is characterized by excellent mechanical and resisting earthquake force capacity.

    密肋墙板结构作为一种新兴的结构体系,有着良好的受力和抗震性能,有广阔的应用和推广前景。

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  • Then, not long after this, the wind blew violently. The reed, shaken and bent, escaped easily from it, but the olive tree, resisting the wind, was snapped by its force.

    此后不久,狂风大作,芦苇顺势摆动,随风俯仰,轻易躲过了狂风的侵袭,橄榄树则奋起对抗,咔擦一声,被风吹折了。

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  • The coating layer is a Telfon coating layer, namely a polytetrafluoroethylene coating layer, the coating layer can reduce frictional force, which leads the cylinder wall to be more wear-resisting.

    涂层为特氟龙涂层,即聚四氟乙烯涂层,涂层可以减少摩擦力,使气缸壁更加耐磨。

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  • So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.

    因此,本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法,旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。

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  • So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.

    因此,本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法,旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。

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