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contributor authorJ. Y. He
contributor authorQ. S. Li
contributor authorP. W. Chan
contributor authorL. Li
contributor authorC. Lu
contributor authorL. Zhang
contributor authorH. L. Yang
date accessioned2022-02-01T22:11:28Z
date available2022-02-01T22:11:28Z
date issued11/1/2021
identifier other%28ASCE%29ST.1943-541X.0003156.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272797
description abstractThe vast majority of current structural design codes and standards do not separately consider the wind and turbulence profiles for different storm types. Based on the 356-m-high Shenzhen Meteorological Gradient Tower, which is the tallest of its kind in Asia, this paper investigates the characteristics and vertical profiles of mean wind and turbulence for different types of strong wind events, including typhoons, monsoons, and thunderstorms, from a comparative perspective. Commonalities and differences among the vertical profiles of mean wind speed, turbulence intensity, and turbulence integral length scale for these storm events are comprehensively investigated. It is observed that the wind and turbulence profiles in typhoons and monsoons can be reasonably described by design codes and standards, while those in thunderstorms substantially deviate from typhoons and monsoons as well as code stipulations. The outcome of this study is expected to facilitate the different forms of wind and turbulence profiles for typhoons, monsoons, and thunderstorms to be taken into consideration in design codes and standards and improve the wind-resistant design of high-rise structures in regions that are prone to these storm events.
publisherASCE
titleCharacteristics and Vertical Profiles of Mean Wind and Turbulence for Typhoon, Monsoon, and Thunderstorm Winds
typeJournal Paper
journal volume147
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0003156
journal fristpage04021188-1
journal lastpage04021188-20
page20
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011
contenttypeFulltext


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