Seismic performance evaluation of a tall tower structure with integrated heat-absorbing and air-cooling capabilities: IDA based seismic fragility analysis
{"title":"Seismic performance evaluation of a tall tower structure with integrated heat-absorbing and air-cooling capabilities: IDA based seismic fragility analysis","authors":"Hao Wu, Suyang Qiao, Ying Zhou","doi":"10.1016/j.soildyn.2024.109194","DOIUrl":null,"url":null,"abstract":"<div><div>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: <em>PGA</em>, <em>S</em><sub><em>a</em></sub>(<em>T</em><sub>1</sub>,4 %), <em>PGV</em>, <em>S∗</em> (a modified <em>S</em><sub><em>a</em></sub> accounting for post-yield period elongation), and <em>S</em><sub>12</sub> – (spectral acceleration for the first two modes). Two damage measures (DMs): <em>θ</em><sub>max</sub> (maximum inter-story drift) and <em>θ</em><sub>top</sub> (top drift), were employed in IDA and fragility analysis. Results indicate that <em>S</em>∗ exhibits the strongest correlation to DMs, followed by <em>PGV</em>, <em>PGA</em>, <em>S</em><sub>12</sub> and <em>S</em><sub><em>a</em></sub>(<em>T</em><sub>1</sub>,4 %). Using <em>θ</em><sub>max</sub> as the DM parameter reveals higher structural demands, indicating an increased likelihood of reaching critical limit states compared to <em>θ</em><sub>top</sub>. 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.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"190 ","pages":"Article 109194"},"PeriodicalIF":4.2000,"publicationDate":"2025-01-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726124007462","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
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.
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.