Kang Zhou

Dr. Kang Zhou


Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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17 May 2018 in The Structural Design of Tall and Special Buildings
Verified
Journal Article
Closed access
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QLQiusheng Li
Qiusheng Li
YHYinghou He
Yinghou He
KZKang Zhou
Kang Zhou
XHXuliang Han
Xuliang Han
Yuncheng HeYuncheng He
Yuncheng He
ZSZhenru Shu
Zhenru Shu

1 May 2020 in Journal of Structural Engineering
Verified
Journal Article
Closed access
KZKang Zhou
Kang Zhou
QLQiusheng Li
Qiusheng Li
XLXiao Li
Xiao Li
This paper presents observations of structural dynamic characteristics and wind-induced responses of a 600-m-high skyscraper installed with an active tuned mass damper (ATMD) system during super typhoon Mangkhut. The structural dynamic characteristics (i.e., natural frequency, damping ratio, and mode shape) of the skyscraper are estimated along the structural modal directions based on the measurements during the typhoon, which are in good agreement with those determined by the finite element method and forced vibration test. The wind-induced responses and damping ratios of the skyscraper with and without the operation of the ATMD system are investigated, and the results show that the ATMD system can suppress the structural responses by mitigating the vibrations of the fundamental sway modes. Global damage evaluation indicates that there is no evident structural damage occurred on the skyscraper during the violent typhoon event. This paper aims to further the understanding of wind effects on supertall buildings under extreme wind conditions and provide useful information for the wind-resistant design and development of vibration control techniques for future skyscrapers.

1 December 2019 in Building and Environment
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Journal Article
Closed access
YYYibin Yang
Yibin Yang
BZBoyuan Zhang
Boyuan Zhang
QFQilin Feng
Qilin Feng
HCHao Cai
Hao Cai
MJMingrui Jiang
Mingrui Jiang
XLXianting Li
Xianting Li

21 January 2020 in Earthquake Engineering & Structural Dynamics
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Journal Article
Closed access
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QLQiusheng Li
Qiusheng Li
KZKang Zhou
Kang Zhou
XLXiao Li
Xiao Li

26 November 2020 in Earthquake Engineering & Structural Dynamics
Verified
Journal Article
Closed access
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KZKang Zhou
Kang Zhou
QLQiusheng Li
Qiusheng Li

31 July 2021 in Atmosphere
Verified
Journal Article
Open access
PDF file
Yuncheng HeYuncheng He
Yuncheng He
JIyang FuJIyang Fu
JIyang Fu
P.W. ChanP.W. Chan
P.W. Chan
QLQiusheng Li
Qiusheng Li
Zhenru ShuZhenru Shu
Zhenru Shu
KZKang Zhou
Kang Zhou
Sea-surface roughness length is a key parameter for characterizing marine atmospheric boundary layer. Although aerodynamic roughness lengths for homogeneous land and open water surfaces have been examined extensively, the extension of relevant knowledge to the highly inhomogeneous coastal area is problematic due to the complex mechanisms controlling coastal meteorology. This study presented a lidar-based observational analysis of sea-surface roughness length at a coastal site in Hong Kong, in which the wind data recorded from March 2012 to November 2015 were considered and analyzed. The results indicated the turning of wind near the land-sea boundary, leading to a dominative wind direction parallel to the coastline and an acceleration in wind. Moreover, the roughness lengths corresponding to two representative azimuthal sectors were compared, in which the roughness lengths for the onshore wind sector (i.e., 120°–240°) appear to be larger than the constant value (z0 = 0.2 mm) recommended in much existing literature, whereas the values for the alongshore wind sector (i.e., 60°–90°) are significantly smaller, i.e., about two orders of magnitude less than that of a typical sea surface. However, it is to be noted that the effect of atmospheric stability, which is of crucial importance in governing the marine atmospheric boundary layer, is not taken into account in this study.