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Review on dynamic and quasi-static buffeting response of transmission lines under synoptic and non-synoptic winds

机译:天气和非天气条件下输电线路的动力和准静态抖振响应研究

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This study reviews the literature on the dynamic response of a Transmission Line (TL) system under synoptic wind (conventional atmospheric boundary layer) as well as non-synoptic wind loading (down-bursts). Gust-induced response for the conductors and the towers are covered and the limitations in the current structural design codes for wind loading are identified. Three main sections are considered in this study covering synoptic wind loading, downburst, and main conclusions and recommendations. For the case of synoptic wind events, four design codes (ASCE 74 2010, AS/NZS 2010, BS 2001, IEC 2003) specialized in TLs are considered for comparison. Using the ASCE 74 as a datum for normalization, a code ratio (CR) is evaluated for various parameters to assess the discrepancy between the codes. The code ratio for conductor forces CRFC is found to be ranging between 0.81 and 1.44. For tower forces code ratio CRFt, a discrepancy range of 0.68 and 1.85 is noticed. The study highlights the main reasons behind these discrepancies. For the case of downbursts, the study reveals that the event's size and its relative location to the tower lead to a number of critical load cases that need to be considered. The study provides important design considerations for both synoptic and non-synoptic winds. At the end of the study, a list of the main gaps existing in current design codes and recommendations to fill out these gaps is provided. (C) 2016 Elsevier Ltd. All rights reserved.
机译:这项研究回顾了有关天气风(常规大气边界层)和非天气风荷载(向下爆发)下输电线路(TL)系统动力响应的文献。涵盖了导体和铁塔的阵风引起的响应,并确定了当前结构设计规范中的风荷载限制。本研究考虑了三个主要部分,分别涉及天气的风荷载,下突以及主要结论和建议。对于天气天气事件,将考虑采用四个专门针对TL的设计规范(ASCE 74 2010,AS / NZS 2010,BS 2001,IEC 2003)进行比较。使用ASCE 74作为归一化的基准,可以评估各种参数的编码比(CR),以评估编码之间的差异。发现导体力CRFC的编码比在0.81和1.44之间。对于塔架力代码比率CRFt,发现差异范围为0.68和1.85。该研究突出了这些差异背后的主要原因。对于突发性事件,研究表明,事件的大小及其在塔架上的相对位置会导致许多需要考虑的关键荷载情况。该研究为天气和非天气风提供了重要的设计考虑因素。在研究结束时,提供了当前设计规范中存在的主要差距的列表以及填补这些差距的建议。 (C)2016 Elsevier Ltd.保留所有权利。

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