The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes
Strong wind has caused damage to group-arranged quayside container cranes in terminals and ports in recent years. Interference may amplify the wind loads in some cases. However, the interference effect among cranes has rarely been studied. In this study, high-frequency force balance tests were condu...
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MDPI AG
2022-10-01
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Online Access: | https://www.mdpi.com/2076-3417/12/21/10969 |
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author | Xiaotong Wu Ying Sun Yue Wu Ning Su Shitao Peng |
author_facet | Xiaotong Wu Ying Sun Yue Wu Ning Su Shitao Peng |
author_sort | Xiaotong Wu |
collection | DOAJ |
description | Strong wind has caused damage to group-arranged quayside container cranes in terminals and ports in recent years. Interference may amplify the wind loads in some cases. However, the interference effect among cranes has rarely been studied. In this study, high-frequency force balance tests were conducted to obtain the wind load of isolated and group-arranged container cranes. The results of the computational fluid dynamics simulation were validated by wind tunnel tests and provided the mean wind loads of all 15 types of member cranes. According to the results from wind tunnel tests, the fluctuating wind loads of each member were generated using the weighted amplitude wave superposition method. Based on dynamic finite element methods, the wind-induced responses were obtained considering the interference effect. It was found that the interference effect is the combined effects of both the shielding effect and the amplification of turbulence. Although in some cases the fluctuating and peak wind loads can increase by up to 16% and 6%, respectively, those in the most unfavorable cases are reduced by the interference effect. The interference factor for extreme nodal deformation is 0.56 and 0.69. The interference effect in container cranes mainly appears as a shielding effect, reducing the wind loads and response of the structures in unfavorable cases. |
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spelling | doaj.art-bfd58007a3824c6cbc65727b6a72bcf02023-11-24T03:35:48ZengMDPI AGApplied Sciences2076-34172022-10-0112211096910.3390/app122110969The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container CranesXiaotong Wu0Ying Sun1Yue Wu2Ning Su3Shitao Peng4School of Civil Engineering, Harbin Institute of Technology, Harbin 150006, ChinaKey Laboratory of Structures Dynamic Behavior and Control of Ministry of Education, Harbin Institute of Technology, Harbin 150090, ChinaKey Laboratory of Structures Dynamic Behavior and Control of Ministry of Education, Harbin Institute of Technology, Harbin 150090, ChinaKey Laboratory of Environmental Protection in Water Transport Engineering Ministry of Transport, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport of People’s Republic of China, Tianjin 300456, ChinaKey Laboratory of Environmental Protection in Water Transport Engineering Ministry of Transport, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport of People’s Republic of China, Tianjin 300456, ChinaStrong wind has caused damage to group-arranged quayside container cranes in terminals and ports in recent years. Interference may amplify the wind loads in some cases. However, the interference effect among cranes has rarely been studied. In this study, high-frequency force balance tests were conducted to obtain the wind load of isolated and group-arranged container cranes. The results of the computational fluid dynamics simulation were validated by wind tunnel tests and provided the mean wind loads of all 15 types of member cranes. According to the results from wind tunnel tests, the fluctuating wind loads of each member were generated using the weighted amplitude wave superposition method. Based on dynamic finite element methods, the wind-induced responses were obtained considering the interference effect. It was found that the interference effect is the combined effects of both the shielding effect and the amplification of turbulence. Although in some cases the fluctuating and peak wind loads can increase by up to 16% and 6%, respectively, those in the most unfavorable cases are reduced by the interference effect. The interference factor for extreme nodal deformation is 0.56 and 0.69. The interference effect in container cranes mainly appears as a shielding effect, reducing the wind loads and response of the structures in unfavorable cases.https://www.mdpi.com/2076-3417/12/21/10969quayside container cranesHFFB wind tunnel testwind-induced responseinterference effect |
spellingShingle | Xiaotong Wu Ying Sun Yue Wu Ning Su Shitao Peng The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes Applied Sciences quayside container cranes HFFB wind tunnel test wind-induced response interference effect |
title | The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes |
title_full | The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes |
title_fullStr | The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes |
title_full_unstemmed | The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes |
title_short | The Interference Effects of Wind Load and Wind-Induced Dynamic Response of Quayside Container Cranes |
title_sort | interference effects of wind load and wind induced dynamic response of quayside container cranes |
topic | quayside container cranes HFFB wind tunnel test wind-induced response interference effect |
url | https://www.mdpi.com/2076-3417/12/21/10969 |
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