Airong Liu

Prof. Airong Liu


Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

View All Publications
1 June 2018 in Engineering Structures
Verified
Journal Article
Closed access
DWDi Wu
Di Wu
ALAirong Liu
Airong Liu
YHYouqin Huang
Youqin Huang
Yonghui HuangYonghui Huang
Yonghui Huang
YPYonglin Pi
Yonglin Pi
Wei GaoWei Gao
Wei Gao

1 February 2019 in Composites Part B: Engineering
Verified
Journal Article
Closed access
YZYujie Zhang
Yujie Zhang
BCBingcong Chen
Bingcong Chen
ALAirong Liu
Airong Liu
YPYong-Lin Pi
Yong-Lin Pi
JZJunping Zhang
Junping Zhang
LZLicong Zhong
Licong Zhong

1 June 2019 in Applied Mathematical Modelling
Verified
Journal Article
Closed access
Zhicheng YangZhicheng Yang
Zhicheng Yang
Yonghui HuangYonghui Huang
Yonghui Huang
ALAirong Liu
Airong Liu
JFJiyang Fu
Jiyang Fu
DWDi Wu
Di Wu

1 November 2018 in Composite Structures
Verified
Journal Article
Closed access
Zhicheng YangZhicheng Yang
Zhicheng Yang
JYJie Yang
Jie Yang
ALAirong Liu
Airong Liu
JFJiyang Fu
Jiyang Fu

1 October 2017 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
Yonghui HuangYonghui Huang
Yonghui Huang
ALAirong Liu
Airong Liu
JFJi-Yang Fu
Ji-Yang Fu
YPYong-Lin Pi
Yong-Lin Pi

1 March 2015 in Advances in Structural Engineering
Verified
Journal Article
Closed access
YHYong-Hui Huang
Yong-Hui Huang
JIyang FuJIyang Fu
JIyang Fu
RWRong-Hui Wang
Rong-Hui Wang
QGQuan Gan
Quan Gan
ALAirong Liu
Airong Liu
In this paper, unified practical formulas are proposed to estimate cable tension for vibrations under different boundaries. Correction coefficients are applied to the cable tensions calculated from the taut string theory. In these formulas, a dimensionless parameter η is introduced to represent the relative bending stiffness of the cable in lieu of the dimensionless parameter ξ in the previous formulas found in practice. Results have shown that the proposed formulas are accurate. For the fixed-fixed boundaries, the error in the estimated cable tensions for various frequencies is less than 3% for η ≤ 0.88, and less than 1% for η ≤ 0.55. For the fixed-hinged boundaries, the error in the estimated cable tensions for various frequencies is less than 1% for η ≤ 0.9. If there are multiple frequencies in the in-situ measurement, the proposed formulas can be used to identify the cable tension and bending stiffness simultaneously by solving a quadratic equation. The proposed formulas have been validated against several numerical examples as well as practical test cases.