Dongxue Zhao

Dr. Dongxue Zhao

Centre for Crop Sciences, Queensland Alliance for Agriculture and Food Innovation (QAAFI), The University of Queensland, Gatton Campus, QLD 4343, Australia
orcid

Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

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

Representative Publications

View All Publications
1 November 2015 in Renewable and Sustainable Energy Reviews
Verified
Journal Article
Closed access
Dongxue ZhaoDongxue Zhao
Dongxue Zhao
Bao-Jie HeBao-Jie He
Bao-Jie He
CJChristine Johnson
Christine Johnson
BMBen Mou
Ben Mou

1 January 2017 in Engineering Applications of Computational Fluid Mechanics
Verified
Journal Article
Open access
BMBen Mou
Ben Mou
Bao-Jie HeBao-Jie He
Bao-Jie He
Dongxue ZhaoDongxue Zhao
Dongxue Zhao
KCKwok-Wing Chau
Kwok-Wing Chau
Knowledge of wind effects is of great significance in structural, environmental, and architectural fields, where excessive relevance among wind pressure, building load, and natural ventilation has been formerly confirmed. Within the scope of high-rise buildings, functions of their layout, separation and height in altering wind pressure have been inquired on purpose, while a few investigations in relation to impacts of plane dimensions have been explored. This study consequently intends to ascertain wind pressure distributions on and around various squared-shaped tall buildings by the application of Computational Fluid Dynamics techniques. To start with, models established by the Common Advisory Aeronautical Research Council (CAARC) were simulated, for the purpose of correctness comparison, and reliability verification. Hereafter, wind pressure distributing on buildings was predicted under two scenarios, namely height-width (HW) and height-thickness (HT). Results evidenced that both HW ratio and HT ratio exerted great influence on wind characteristics of buildings. Positive pressure on building surface generally varied greatly, where a narrower windward tended to suffer higher wind pressures, while a larger one was corresponding to severer negative wind effects. The thickness played little influence on altering positive wind pressure. Prominently, pressure distributed on leeward surfaces showed great differences, whereas wind effects on leeward and side surface were strengthened. Likewise, both positive and negative effects around buildings were magnified by larger widths, while negative effects became feeble along the increasing building thickness.

1 March 2018 in Journal of Building Engineering
Verified
Journal Article
Closed access
FMFan-Qin Meng
Fan-Qin Meng
Bao-Jie HeBao-Jie He
Bao-Jie He
Jin ZhuJin Zhu
Jin Zhu
Dongxue ZhaoDongxue Zhao
Dongxue Zhao
Amos DarkoAmos Darko
Amos Darko
ZZZi-Qi Zhao
Zi-Qi Zhao

1 January 2021 in CATENA
Verified
Journal Article
Closed access
Dongxue ZhaoDongxue Zhao
Dongxue Zhao
MAMaryem Arshad
Maryem Arshad
NLNan Li
Nan Li
John TriantafilisJohn Triantafilis
John Triantafilis


22 June 2023 in Environmental Research
Verified
Journal Article
Closed access
YCYaoyao Chen
Yaoyao Chen
LDLinghua Duo
Linghua Duo
Dongxue ZhaoDongxue Zhao
Dongxue Zhao
YZYi Zeng
Yi Zeng
XGXiaofei Guo
Xiaofei Guo