根据缆索起重机的实际工作情况给出了缆索起重机承载索张力的计算模型，同时给出了承载索承载能力的计算方法。
This article introduces a calculation model of cable crane on the basis of its working situation, and calculation method of the rope's carrying capacity.
本文在充分考虑林业集运材多跨索道承载索两端支点的可挠性及承载索弹性的不完整性的情况下。研究了任意载荷时的拉力的计算。
In the condition of no sufficiency of the deflection of two-end fulcrum and elasticity of bearing cable, the calculation of pulling force to any load is done.
在完善和充实抛物线理论的基础上，系统地提出抛物线理论多跨索道设计。该设计模型包括承载索的设计计算与选型、货物运输方式方法的确定、工作索及绞盘机的选择。
This paper presents multi-span engineering ropeway design based on improved parabola theory, including design, calculation and selection of skyline, freightage system and way, working line and yarder.
在每年干旱的几个月里，有一条简易渡轮往返于塞拉利昂东南的河流两岸。人们通过开过槽并固定在导索上的木棒推进能承载车辆的浮筏。
In the dry months of the year a simple ferry crosses a river in southeastern Sierra Leone; a car-carrying pontoon propelled by men with notched wooden sticks that lock to the guiding cable.
这样，机体结构及系留索具是否有足够的承载能力，就显得异常重要。
So it is very important whether the airframe and tie-down equipment have high carrying ability.
索梁锚固结构承载能力满足要求。
The carrying capacity of the anchorage zone meets requirements.
结果表明：该斜拉桥在当前状态下能够满足设计要求，不需要进行调索，但拉索面积折减与超载对桥梁承载力具有较大的影响。
It is demonstrated that the cable-stayed bridge can satisfy the design requirements and the adjustment of cable forces is not needed under the current condition.
扣索控制的优劣直接影响着拱肋线形的好坏，从而对于成桥承载受力有着重要影响。
Cable control effect infect the shape of span arch directly, even infect the bear of weight of bridge.
索系是指索道各工作索相互关联的配置系统，主要包括索道各工作索相互关联而成的各种承载方式、起重方式、牵引方式和落勾方式。
A cable system is one that interconnects the various operating lines of the cableway, comprising mainly the structures of loading, lifting, pulling and hook dropping.
因此，索杆膜协同荷载分析是有必要的，能较真实反应结构承载性能。
Therefore, the loading cooperative analysis of the Cable-Strut-Membrane structure is necessary, and it can relatively truly response the mechanical performance of structure.
采用非线性有限元方法计算了索梁锚固区的极限承载力。
Ultimate bearing capacity of cable-girder anchorage zone was calculated by nonlinear FE analysis.
采用非线性有限元方法计算了索梁锚固区的极限承载力。
Ultimate bearing capacity of cable-girder anchorage zone was calculated by nonlinear FE analysis.
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