首页|风压变化对单层和双层索柔性支架结构体系挠度影响分析

风压变化对单层和双层索柔性支架结构体系挠度影响分析

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随着光伏发电项目的发展,在山地、荒坡、污水处理厂、水池鱼塘以及林地等各类型大跨度复杂场地,传统的固定式光伏支架已无法适用,柔性光伏支架结构体系应运而生.当前,不同风压对柔性光伏支架结构体系挠度影响的研究较少,然而在台风频繁出现沿海地区,这类研究不可或缺.因此,通过使用3D3S软件,对单层和双层索柔性支架结构体系进行建模,探讨分析不同风压、不同索结构类型对柔性光伏支架结构体系挠度的影响.
Analysis of the Influence of Wind Pressure Changes on the Deflection of Single and Double Layer Cable Flexible Support Structure Systems
In the development of photovoltaic power generation projects,traditional fixed photovoltaic brackets are no longer suitable for va-rious types of large-span and complex sites such as mountains,barren slopes,sewage treatment plants,ponds and fish ponds,and for-ests.Flexible photovoltaic bracket structural systems have emerged.Currently,there is limited research on the impact of different wind pressures on the deflection of flexible photovoltaic support structures.However,in coastal areas where typhoons frequently occur,such re-search is indispensable.Therefore,by modeling single-layer and double-layer cable flexible support structural systems with 3D3S soft-ware,this study explores and analyzes the effects of different wind pressures and cable structure types on the deflection of flexible photovol-taic support structural systems.

Flexible photovoltaic supportSingle layer cableDouble layer cableDeflectionWind pressure changes

周丰

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福建永福电力设计股份有限公司 福建福州 350108

柔性光伏支架 单层索 双层索 挠度 风压变化

2024

福建建筑
福建省土木建筑学会

福建建筑

影响因子:0.379
ISSN:1004-6135
年,卷(期):2024.308(2)
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