Faculty

PH.D.  7/2000，      Chongqing University

M.S.   7/1994,       Chongqing University

B.S.   7/1991,        Chongqing University

Professor，           Chongqing University (Sep 2009)

Associate Professor，   Chongqing University ( Jul 2003- Aug 2009)

Lecturer,              Chongqing University (Aug 2000- Jun 2003)

Behavior of reinforced concrete structures;

Nonlinear analysis of structural systems;

Modeling the complex responses of elements and structures due to major earthquakes, such as nonlinear material behavior, bar slippage, shear effect, buckling of steel bar;

Development of professional design guidance for new and existing buildings;

Seismic design of reinforced concrete structures;

Earthquake engineering and Performance Based Seismic Design.

National Natural Science Foundation of China (No. 51178487): Refined nonlinear model of reinforced concrete anti-seismic frames based on failure mechanism and deformation characteristics of structural members (Principal Investigator, Jan 2011-Dec 2015)

National Natural Science Foundation of China (No. 51478063): The quantitative relationship between the nonlinear structural responses and the ductility of members of structures reinforced with high strength steel bars under rare earthquakes (Participant, Jan 2015-Dec 2018)

Natural Science Foundation of Chongqing (No. CSTC-2009BB4217): Research on strong column weak beam measures under bidirectional earthquake excitations (Principal Investigator, Sep 2009-Aug 2012)

Scientific Research Foundation for the Returned Overseas Chinese Scholars of State Education Ministry (No. [2007] 1108-11): Research on the application of Capacity Design measures in displacement based seismic design (Principal Investigator, Oct 2007-Sep 2009)

Hong Yang, Yun-Tian Wu, Peng-Chen Mo and Jin-Ke Chen, Improved nonlinear cyclic stress-strain model for reinforcing bars including buckling effect and experimental verification. International Journal of Structural Stability and Dynamics. 2016, 16(01): 58-73.

Hong Yang, Yun-Zhong Xu, Yong-Wei Sun and Shao-Liang Bai, Analysis on factors influencing the mathematical formula of strong column-weak beam measures in China. Building Structure. 2015, 45(12), 28-33.

Hong Yang, Qin Xie, Ji-Qing Zhang and Jian-Ping Fu, A modified constitutive model of reinforcing bars considering buckling effects and its experimental verification. China Civil Engineering Journal. 2015, 48(10): 21-29.

Hong Yang, Lin-Hui Mo, Jin-Ke Chen and Jian-Ping Fu, Study on modified models for inelastic deformation of reinforced concrete beam-column joints. Journal of Building Structures. 2014, 35(3), 128-137.

Hong Yang, Yong-Wei Sun, Rui Zhang and Shao-Liang Bai, Study on the moment amplification measures of column ends based on the beam sidesway mechanism. China Civil Engineering Journal. 2014, 47(4), 64-74.

Hong Yang, Wen-Tong Zhao, Lin-Hui Mo and Bo Li, Seismic response analysis of RC frame considering inelastic deformation of beam-column joints. Journal of Hunan University (Natural Science). 2014, 41(9), 27-34.

Hong Yang, Luo Zhang, He-Ping Zhang, Experiments and nonlinear analysis on seismic behavior of ＲC columns considering buckling and fatigue damage of reinforcing steel bar. Journal of Building Structures. 2013, 34(11), 130-140.

Hong Yang, Xiao-Yi Yang, Hao Huang, Effects of seismic wave input angles on nonlinear response characteristics of spatial frames. Industrial Construction. 2013, 43(7), 43-51.

Hong Yang, He-Ping Zhang, Wen-Jin Luo and Shao-Liang Bai, Rational value of moment amplification measures at column ends in RC frames under bi-directional horizontal seismic action. Journal of Sichuan University (Engineering Science Edition). 2012, 44(1), 19-27.

Hong Yang, Jing-Ke Chen, Yin-Song Chen, Effects of infill walls on nonlinear seismic response characteristics of spatial frames. Journal of Sichuan University (Engineering Science Edition). 2012, 44(5): 38-46.

Hong Yang, Zhen-Hua Zhu, Shao-Lian Bai, An evaluation of the effectiveness of the Chinese strong column weak beam measure under bi-directional horizontal seismic excitations. China Civil Engineering Journal. 2011, 44(1): 58-64.

Hong Yang, Rui Zhang, Deng-Ke Zang, De-Sheng Dou, Fiber model based nonlinear shear effect modeling method and its calibration. Journal of Sichuan University (Engineering Science Edition). 2011, 43(1): 8-16.

Hong Yang, Qi-Lin Wang, Shao-Liang Bai, Strong column-weak beam mechanism for RC frames in China under bi-directional horizontal seismic excitation. Building Structure. 2010, 40(8), 71-76.

Hong Yang, Xiao-Jun Ren, Hai-Ying Xu, Selection of input waves in time history analysis under bi-direction horizontal seismic action. Journal of South China University of Technology (Natural Science Edition). 2010, 38(11): 40-46.

Hong Yang, Hai-Ying Xu, Zhi-Jun Wang, Seismic responses analysis of RC frame based on fibermodel considering bar slippage at column bottom section. Journal of Building Structures. 2009, 30(4): 130-137.

Hong Yang, Deng-Ke Zang, Qi-Guang Wen and Zhi-Jun Wang. An improved method for modal pushover analysis and its error evaluation. Journal of Chongqing University. 2009, 32(1): 37-43.

Hong Yang, Jian-Hui Wang, Shao-Lian Bai, Effect of bi-directional horizontal seismic excitation on the moment amplification factor of columns. China Civil Engineering Journal. 2008, 41(9): 40-47.

Hong Yang, Jing-Jing Wu, Zhi-Jun Wang, Analyses of nonlinear models for the seismic responses of RC frames. Journal of Earthquake Engineering and Engineering Vibration. 2008, 28(2): 21-28.

Hong Yang, Wen-Sheng Gao, Zhi-Jun Wang, An evaluation on the rationality of plane model simplifying three-dimension frame in seismic responses analysis. Journal of Chongqing University (Natural Science Edition). 2008, 31(11): 1268-1272.

Hong Yang, Wen-Jin Luo, Zhi-Jun Wang, Controlling ability of lateral load pattern in pushover analysis on seismic responses of frame. Journal of Zhejiang University (Engineering Science). 2008, 42(9): 1526-1531.

Hong Yang Jin-Jin Wu, A Study on the earthquake input for time-history analysis based on the local response characteristics of structures. China Civil Engineering Journal. 2007, 40(11): 29-35.