Abstract: The suspension cable structure with a small rise-span ratio (less than 1/30) is adopted in the flexible photovoltaic support, and it has strong geometric nonlinearity. Based on the
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Taking a photovoltaic power plant as an example, a large-span suspension photovoltaic bracket is established in accordance with the requirements of the code and optimized. By adjusting the
In terms of structure, flexible support can be roughly divided into single-layer suspension cable system, prestressed double-layer cable system (load-bearing cable + stability cable),
3.2.1 Camber Angle. The camber angle is the angle between the x–z plane of the wheel and a line perpendicular to the plane of the road on the Y–Z plane of the vehicle. This angle is
Single-column bracket is mainly composed of column, inclined support, rail (beam), component pressure block, rail connectors, bolt washers, nut slider, etc. The column is made of C-beam, H-beam or square steel pipe.
There are, however, few studies concerned with the aeroelastic vibration of PV structures under the tension cable support system. Tamura et al. [14] studied the aerodynamic
Previous studies focus on the wind load characteristics of roof- or ground-mounted PV structures. Cao et al. [1], Warsido et al. [2], Naeiji et al. [3], Stathopoulos et al. [4],
Cases studied A suspension bridge with 2080 m central span and 600 m side span-side span was divided into three spans - was studied considering three cases for main 22 Octoberr 25 2015
Cable-supported photovoltaic (PV) modules have been proposed to replace traditional beam-supported PV modules. The new system uses suspension cables to bear the loads of the PV modules and therefore has the characteristics of a long span, light weight, strong load capacity, and adaptability to complex terrains.
Long span, light weight, strong load capacity, and adaptability to complex terrains. The nonlinear stiffness of the new cable-supported photovoltaic system is revealed. The failure mode of the new structure is discussed in detail. Dynamic characteristics and bearing capacity of the new structure are investigated.
New cable supported PV structures: (a) front view of one span of new PV modules; (b) cross-section of three cables anchored to the beam; (c) cross-section of two different sizes of triangle brackets. The system fully utilizes the strong tension ability of cables and improves the safety of the structure.
The pretension and diameter of the cables are the most important factors of the ultimate bearing capacity of the new cable-supported PV system, while the tilt angle and row spacing have little effect on the mechanical characteristics of the new type of cable-supported photovoltaic modules.
When the upward vertical displacement is less than 0.0639 m, the force first counteracts the self-weight of the cables and PV modules. Therefore, there is an inflection point at 0.0639 m. For the new cable-supported PV system, the lateral stiffness is much higher than the vertical stiffness.
Dynamic characteristics As the new cable-supported PV system has the characteristics of a smaller mass and greater flexibility, vibration suppression is one of the key factors of the new structures. Therefore, the mode shapes and modal frequencies are important parameters in the structural design of the new cable-supported PV system.
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