Dr. YANG Jian-rong
Associate Professor
Email：332970794@qq.com
Academic Qualifications
1997.9-2001.7: BEng, Kunming University of Science and Technology, PR China
2001.9-2004.5: MSc, Kunming University of Science and Technology, PR China
2004.9-2008.3: PhD, Tongji University, PR China
Working Experience
2016.9 To date, Kunming University of Science and Technology, Associate Professor
2016.9 – 2016.9, Curtin University, Visiting Scholar
2008.5 – 2015.9, Kunming University of Science and Technology, Associate Professor
Research Field
Seismic Design of Structures
Vehicle-Bridge Interaction Problem
Research Fundings
A new type of flexible shed tunnel structure and its construction technology in existing railway,Kunming Survey, Design and Research Institute Co. Ltd. of CREEC,KK0201006076
Study on seismic design theory of irregular high pier bridge in mountainous area, Yunnan Science and Technology Bureau,KKSA200806038
Study on vibration effect, fatigue and damage of long span bridges, Scientific Research Fund of Kunming University of Science and Technology,KKZ3200806044
Study on aseismic design theory of irregular high pier bridge in mountainous area,State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering Funding , Grant No. CQSLBF-Y13-9
Academic Achievements
Papers:
[1] Jianrong Yang,Yu Bai,Xiaodong Yang.An Experimental Study on the Beam Structure with Bonded Steel Plates under Static Load[J].Journal of Kunming University of Science and Technology,2004,29(1):81-83.
[2] Jianrong Yang,Yu Bai.Two-stage Structural Damage Identification Based on Two Indexes [J]. Journal of Wuhan University of Technology，2006,28(5): 81-84.
[3] Jianrong Yang,Jianzhong Li,Lichu Li.Analysis on Vehicle-bridge Coupling Vibration Based on ANSYS[J].Computer Aided Engineering,2007,16(4):23-26
[4] Jianrong Yang,zhangjun Liu. Interative Procedure for Dynamic Analysis of Vehicle-bridge Interaction[J].Structural Engineers,2007,23(4):40-44
[5] Jianrong Yang,Jianzhong Li,Lichu Li. Comparison of Interpolation Methods Used in Vehicle-bridge Interaction Analysis[J].Chinese Quarterly of Mechanics,2007,28(4):624-630
[6] Jianrong Yang,Jianzhong Li. Vibration of Simple-supported Rectangular Plate to Moving Loads[J]. Journal of Huazhong University of Science and Technology,2008,25(4):171-175
[7] Jianrong Yang, Jianzhong Li. Local dynamic response in deck slabs of concrete box girder bridges [C]. International Symposium on Computational Structural Engineering, 2009: 771-779.
[8] Jianrong Yang, Jianzhong Li. Local Dynamic Response in Deck Slab of a Concrete Box Girder Bridge [J]. Journal of Sichuan University (Engineering Science Edtion), Mar. 2010, Vol.42 No.2: p58-63.
[9] Jian-Rong Yang, Jian-Zhong Li, Jun-Xin Shen .Vibration of Hangers on a Tied-Arch Bridge Due to Vehicles [C]. The First International Conference on Advances in Interaction and Multiscale Mechanics (AIMM'10), Institute of Science & Technology (KAIST); National Taiwan University(NTU), 2010-06-15.
[10] YANG Jian-rong, LI Jian-zhong, SHEN Jun-xin. Vibration of Hangers on A Tied-Arch Bridge Due to Vehicles [C]. The International Workshop on Environment Construction and Transportation，Wuhan Institute of Technology, China, 2010-06-15.
[11] YANG Jian-rong, LI Jian-zhong, SHEN Jun-xin. Numerical Investigation of Concrete-Filled Steel Tubular Tied-Arch Bridge under Travelling Vehicles [C]. arch'10 6th International Conference on Arch Bridge, College of Civil Engineering, Fuzhou University, 2010-10-15.
[12] Jian-Rong Yang，Jianzhong Li，Junxin Shen. Numerical Investigation of Concrete-filled Steel Tubular Tied-arch Bridge under Travelling Vehicles[J]. Journal of Beijing University of Technology, 2010-04-15. (EI Indexed)
[13] Jian-Rong Yang, Jian-Zhong Li, Yong-Hong Chen. Vibration Analysis of CFST Tied-Arch Bridge Due to Vehicles [J]. Interaction and Multiscale Mechanics, 2010. (SCI Indexed)
Patent:
[1] A reinforced concrete conjoined water cellar and its preparation method, 201310519039.X
[2] A reinforced concrete conjoined water cellar, 201320671062.6
[3] Night illumination level, 201320398691.6
