The present invention relates to photovoltaic generation and transmission & distribution electro-technical field, and in particular to one kind is without steel construction overhead type
The wind speed time history was simulated by the response spectrum method, and the 15.6 m flexible PV support was analyzed comprehensively. The influence of critical parameters, su
In this paper, we mainly consider the parametric analysis of the disturbance of the flexible photovoltaic (PV) support structure under two kinds of wind loads, namely, mean
(a) 结构示意图 (b) 整体示意图 图8 采用八字形钢斜柱的柔性光伏支架结构和整体示意图Fig.8 Structural and whole diagram of flexible photovoltaic support with splayed inclined steel columns
the annual average power generation of a PV system with modules inclined at angles of 15, 25 and 40°, respectively increases about 7-12, 10-17 and 9-20%, respectively, when compared to
and 5 columns fixed photovoltaic support, the typical permanent load of the PV support is 4679.4 N, the wind load being 1.05 kN/m 2, the snow load being 0.89 kN/m 2 and the seismic load is
摘要: 针对采用不同形式的水平力承载构件的柔性光伏支架进行模拟计算,对比3种水平力承载构件结构形式的受力特点,并研究水平力承载构件与地面倾角θ的变化对结构力学行
Inclined supports, however, allow the user to define a non-global, local axis system for the support if restraint is required in other directions. This is done by specifying a "reference point" in
photovoltaic inclined plate; and cavity zones formed by the airflow on the backside of the photovoltaic inclined plate. As can be seen in Fig. 7, the air flow through the inclined plate
The inclined column causes extra axial force and bending moment at the beam-column connection so it is necessary to assess those effects on the structural behavior of the
Buildings 2024, 14, 1677 3 of 23 2.2. Model Overview In this study, the flexible support PV panel arrays under flat and mountainous con-ditions consist of 8 rows and 12 columns, totaling 96
Flexible photovoltaic (PV) support structures are limited by the structural system, their tilt angle is generally small, and the effect of various factors on the wind load of flexibly
In this paper, we mainly consider the parametric analysis of the disturbance of the flexible photovoltaic (PV) support structure under two kinds of wind loads, namely, mean wind
The present invention discloses an optimal layout method of a two-span inclined beam of a fixed photovoltaic support. The method comprises the following steps of acquiring a length (L) and a
In summary, conventional photovoltaic support systems cannot accommodate marine complex environments: the structure can not bear the offshore load effect, and the offshore construction
Recent research indicates that the dynamic characteristics of tracking photovoltaic support system, namely inertia, damping, and stiffness, significantly influence the tracking photovoltaic support system's ability to respond to wind-induced loads, affecting its stability, reliability, and overall performance , .
Because the support structure of the tracking photovoltaic support system has a long extension length and the components are D-shaped hollow steel pipes, the overall stiffness of the structure was found to be low, and the first three natural frequencies were between 2.934 and 4.921.
Key findings are as follows. Dynamic characteristics of tracking photovoltaic support systems obtained through field modal testing at various inclinations, revealing three torsional modes within the 2.9–5.0 Hz frequency range, accompanied by relatively small modal damping ratios ranging from 1.07 % to 2.99 %.
Moreover, the variations in inclination of tracking photovoltaic support systems had minimal impact on their natural frequencies, as the increase in natural frequency magnitude across different inclinations remained below 1.5 %. Additionally, consistently low modal damping ratios were measured, ranging from 1.07 % to 2.99 %.
The tracking photovoltaic support system consisted of 10 pillars (including 1 drive pillar), one axis bar, 11 shaft rods, 52 photovoltaic panels, 54 photovoltaic support purlins, driving devices and 9 sliding bearings, and also includes the connection between the frame and its axis bar. Total length was 60.49 m, as shown in Fig. 8.
The comparison of the mode shapes of tracking photovoltaic support system measured by the FM and simulated by the FE (tilt angle = 30°). The modal test results indicated that the natural vibration frequencies of the structure remains relatively constant as the tilt angle increases.
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