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Full-scale measurement of the response of a CPV tracker structure prototype under wind load

机译:CPV追踪器结构原型在风荷载下的响应的全面测量

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The response of concentrated photovoltaic (CPV) structures under wind loading has to be carefully predicted to optimize the design of these structures. Designers normally, rely on wind tunnel tests and equivalent static approaches as recommended by codes for the design of this type of nonconventional structures. This paper aims to evaluate the full scale wind response of a concentrated photovoltaic (CPV) prototype with mirror surface of 8 (*) 16 m(2) and correlate it with wind measurements made near the solar structure. The full-scale wind response of the structure was evaluated with continuous 10 min measurements of deformations on tower leg members during moderate wind events. The utility of this work derives from enriching field measurement data in order to understand the behavior of this type of structure and to validate the previous wind tunnel testing works, Standard wind design process based on the analytical method, which is adopted by ASCE 7, is also revisited in the light of the full scale observations. (C) 2017 Elsevier Ltd. All rights reserved.
机译:必须仔细预测集中式光伏(CPV)结构在风荷载下的响应,以优化这些结构的设计。设计人员通常依靠风洞测试和规范建议的等效静态方法来设计此类非常规结构。本文旨在评估镜面为8(*)16 m(2)的集中式光伏(CPV)原型的满量程风响应,并将其与在太阳结构附近进行的风测量相关联。在适度的风灾事件中,通过连续10分钟测量塔腿构件变形来评估结构的全方位风响应。这项工作的实用性来自丰富的现场测量数据,以便了解这种类型的结构的性能并验证以前的风洞测试工作。ASCE7采用了基于分析方法的标准风设计过程,还根据全面的观察重新进行了考察。 (C)2017 Elsevier Ltd.保留所有权利。

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