Seismic performance evaluation of a tall tower structure with integrated heat-absorbing and air-cooling capabilities: IDA based seismic fragility analysis

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2025-03-01 Epub Date: 2025-01-02 DOI:10.1016/j.soildyn.2024.109194
Hao Wu, Suyang Qiao, Ying Zhou
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Abstract

The heat-absorbing tower is a novel tall power generation structure, with limited global application to date. Unlike traditional towers, which primarily serve as platforms for deploying large mass absorbers to capture reflected sunlight for electricity generation, the heat-absorbing and air-cooling (HAAC) tower is an innovative concept. It features an internally hollow design with strategically placed air inlets and outlets, and a substantial mass positioned at the top. This novel configuration not only supports absorber deployment for sunlight capture but also integrates indirect air-cooling capabilities, thereby achieving multifunctionality in infrastructure. To investigate the seismic performance of the proposed HAAC tower, assess its vulnerability, and support safety enhancement in sustainable and multifunctional infrastructure, a seismic fragility evaluation method based on incremental dynamic analysis (IDA) was adopted. A validated finite element model in ABAQUS, correlated with scaled shaking table tests, assessed 11 earthquake records across 22 intensity levels, resulting in over 242 case studies. Five intensity measures (IMs) were used: PGA, Sa(T1,4 %), PGV, S∗ (a modified Sa accounting for post-yield period elongation), and S12 – (spectral acceleration for the first two modes). Two damage measures (DMs): θmax (maximum inter-story drift) and θtop (top drift), were employed in IDA and fragility analysis. Results indicate that S∗ exhibits the strongest correlation to DMs, followed by PGV, PGA, S12 and Sa(T1,4 %). Using θmax as the DM parameter reveals higher structural demands, indicating an increased likelihood of reaching critical limit states compared to θtop. The findings suggest that the proposed HAAC tower exhibits good seismic performance, supporting the enhancement of safety and the development of multifunctional infrastructure within sustainable infrastructure.
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具有吸热和风冷功能的高塔结构抗震性能评价:基于IDA的地震易损性分析
吸热塔是一种新型的高层发电结构,目前全球应用有限。与传统塔不同,传统塔主要用作部署大型质量吸收器的平台,以捕获反射的阳光用于发电,吸热和空气冷却(HAAC)塔是一个创新概念。它的特点是内部中空的设计,战略性地放置进气口和出风口,并在顶部放置大量的质量。这种新颖的结构不仅支持吸收器的部署,还集成了间接空气冷却功能,从而实现了基础设施的多功能。为了研究HAAC塔的抗震性能,评估其易损性,为可持续和多功能基础设施的安全保障提供支持,采用了基于增量动力分析(IDA)的地震易损性评价方法。ABAQUS中经过验证的有限元模型与尺度振动台测试相关联,评估了22个烈度级别的11次地震记录,产生了242多个案例研究。采用五种强度测量(IMs): PGA、Sa(T1, 4%)、PGV、S∗(考虑屈服期后伸长的修正Sa)和S12 -(前两种模式的光谱加速度)。两种损伤度量(dm): θmax(最大层间漂移)和θtop(顶部漂移),用于IDA和脆弱性分析。结果表明,S *与dm的相关性最强,其次是PGV、PGA、S12和Sa(T1, 4%)。使用θmax作为DM参数揭示了更高的结构要求,表明与θtop相比,达到临界极限状态的可能性增加。研究结果表明,拟议的HAAC塔具有良好的抗震性能,支持在可持续基础设施中增强安全性和多功能基础设施的发展。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
期刊最新文献
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