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    Wind-Induced Response Analysis for High-Rise Buildings Based on Time-Variant Speed Model Considering Climate Change

    Source: ASCE OPEN: Multidisciplinary Journal of Civil Engineering:;2025:;Volume ( 003 ):;issue: 001::page 04025004-1
    Author:
    Yun-Tao Zhu
    ,
    Xiang-Zhuo Li
    ,
    De-Cheng Feng
    DOI: 10.1061/AOMJAH.AOENG-0058
    Publisher: American Society of Civil Engineers
    Abstract: Under the scenario of global climate change, the wind resistance of high-rise buildings is facing a huge challenge. Climate change could cause an increase in wind speed, which poses a greater threat to high-rise buildings. However, the degradation of structural resistance will intensify. The wind-induced response that is based on the traditional standard might be strongly underestimated. Therefore, this study suggests a time-variant speed model that considers climate change, which quantifies the increase in wind speed in the future under different predictive models. Then, the safety and serviceability of a 17-story high-rise building associated with the build, natural aging, and climate change scenarios are compared. The results indicated that the safety and serviceability that correspond to the climate change scenario have a significant decrease compared with natural aging. For the prototype building, wind speed will reach very disturbing levels for residents on floors above the 11th under climate change scenarios, which is only the 15th–17th in the natural aging scenario.
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      Wind-Induced Response Analysis for High-Rise Buildings Based on Time-Variant Speed Model Considering Climate Change

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307258
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    • ASCE OPEN: Multidisciplinary Journal of Civil Engineering

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    contributor authorYun-Tao Zhu
    contributor authorXiang-Zhuo Li
    contributor authorDe-Cheng Feng
    date accessioned2025-08-17T22:39:41Z
    date available2025-08-17T22:39:41Z
    date issued2025
    identifier otherAOMJAH.AOENG-0058.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307258
    description abstractUnder the scenario of global climate change, the wind resistance of high-rise buildings is facing a huge challenge. Climate change could cause an increase in wind speed, which poses a greater threat to high-rise buildings. However, the degradation of structural resistance will intensify. The wind-induced response that is based on the traditional standard might be strongly underestimated. Therefore, this study suggests a time-variant speed model that considers climate change, which quantifies the increase in wind speed in the future under different predictive models. Then, the safety and serviceability of a 17-story high-rise building associated with the build, natural aging, and climate change scenarios are compared. The results indicated that the safety and serviceability that correspond to the climate change scenario have a significant decrease compared with natural aging. For the prototype building, wind speed will reach very disturbing levels for residents on floors above the 11th under climate change scenarios, which is only the 15th–17th in the natural aging scenario.
    publisherAmerican Society of Civil Engineers
    titleWind-Induced Response Analysis for High-Rise Buildings Based on Time-Variant Speed Model Considering Climate Change
    typeJournal Article
    journal volume3
    journal issue1
    journal titleASCE OPEN: Multidisciplinary Journal of Civil Engineering
    identifier doi10.1061/AOMJAH.AOENG-0058
    journal fristpage04025004-1
    journal lastpage04025004-7
    page7
    treeASCE OPEN: Multidisciplinary Journal of Civil Engineering:;2025:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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