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contributor authorQ. S. Li
contributor authorJ. Y. He
contributor authorK. Zhou
contributor authorX. Li
contributor authorP. W. Chan
contributor authorL. Li
date accessioned2022-05-07T20:26:47Z
date available2022-05-07T20:26:47Z
date issued2022-01-18
identifier other(ASCE)ST.1943-541X.0003302.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282439
description abstractBecause of the growing vulnerability of coastal regions to tropical cyclone (TC), or typhoon and hurricane, hazards under climate variability, a thorough knowledge of TC wind characteristics and wind effects on high-rise buildings is highly desired for efficient TC risk mitigation in coastal cities. This paper presents a city-scale typhoon hazard assessment and field monitoring study of wind effects on skyscrapers in a coastal metropolis (Shenzhen, China) during the record-breaking Super Typhoon Mangkhut. Spatiotemporal variation of wind fields over the metropolis was investigated using synchronous wind observations from a network of weather stations and a 356-m-high meteorological tower. Typhoon hazard in the coastal city was assessed through the typhoon hazard map obtained by numerical simulations and validated by wind observations. Wind-induced vibrations and time-varying structural dynamic properties of two representative skyscrapers with heights of 600 and 392 m in Shenzhen were analyzed to determine the dynamic performance and serviceability of the monitored high-rise buildings under violent wind excitations. This integrated city-scale field monitoring and numerical study furthers the understanding of TC wind characteristics in the urban environment, and facilitates the wind-resistant design of future skyscrapers in TC-prone regions.
publisherASCE
titleCity-Scale Typhoon Hazard Analysis and Field Monitoring of Wind Effects on Skyscrapers during Super Typhoon Mangkhut
typeJournal Paper
journal volume148
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0003302
journal fristpage04022008
journal lastpage04022008-17
page17
treeJournal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004
contenttypeFulltext


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