Double-layer cable-suspended photovoltaic panel support

Tension and Deformation Analysis of Suspension Cable of Flexible
As for a certain f lexible photovoltaic cabl e support, the cable span is 15 m, the cable cross-sectional area is A=52.4mm 2, and the elastic modulus is E=1.2×10 5 N/mm 2 .

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Experimental study on dynamic response influence factors of
The wind-induced response and vibration modes of the flexible photovoltaic (PV) modules support structures with different parameters were investigated by using wind tunnel based on elastic

Optimization Study on Double Layer Cable System Structure of
This project adopts a double-layer cable flexible support structure, with a single span of 35832mm. The lower chord cable is the load-bearing cable, and the upper chord cable is the

Experimental investigation on wind-induced vibration of photovoltaic
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],

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Wind Load Effects and Gust Loading Factor for Cable Suspended
ing flows. He et al. [12] investigated the wind-induced vibration characteristics of a cable - suspended photovoltaic array through aeroelastic tests and proposed measures to

Tension and Deformation Analysis of Suspension Cable of Flexible
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

Experimental investigation on wind-induced vibration of photovoltaic
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

Tension and Deformation Analysis of Suspension Cable of Flexible
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