Current position: Home >>Research Focus
Hong Yang

Personal Information

Professor  
Supervisor of Doctorate Candidates  
Supervisor of Master's Candidates  

Research Focus

混凝土结构、钢-混凝土组合结构精细非线性反应模拟方法

主要科研论文

(1) PanxuSun, Hong Yang, Yunjun Deng. Complex mode superposition method ofnonproportionally damped linear systemswith hysteretic damping [J]. Journal of Vibration and Control, 2021, Volume 27(13–14): 1453–1465, https://doi.org/10.1177/1077546320943463

(2) 孙攀旭,杨红. 改进滞变阻尼模型的时域计算方法[J]. 工程力学, 2021. 04, 38(4), 8-19.

(3) PanxuSun, Hong Yang, Le Kang. Time-domain analysis for dynamic responses of non-classically damped composite structures [J]. Composite Structures, 2020, 251: 112554, https://doi.org/10.1016/j.compstruct.2020.112554

(4) PanxuSun, Hong Yang, Yin Zhao. Time-domain calculation method of improved hysteretic damped system based on frequency-dependent loss factor [J]. Journal of Sound and Vibration, 2020: 115658, https://doi.org/10.1016/j.jsv.2020.115658

(5) PanxuSun, Hong Yang, Yunjun Deng. Complex mode superposition method of non-proportionally damped linear system with hysteretic damping [J]. Journal of Vibration Control, 2020, https://doi.org/10.1177/1077546320943463

(6) 杨红,耿南锋,刘子珅. 考虑柱纵向钢筋屈曲特征的修正材料本构模型[J]. 工程力学, 2020, 37(6): 174-185.

(7) Zhao Wentong, Yang Hong, Jinfeng Chen, Panxu Sun, A proposed model for nonlinear analysis of RC beam-column joints under seismic loading[J]. Engineering Structures, 2019, 180(02): 829-834, DOI:  10.1016/j.engstruct.2018.03.022.

(8) 孙攀旭,杨红,赵雯桐,等. 基于滞变阻尼模型的时域计算方法[J]. 工程力学, 2019, 36(6): 13-20.

(9)赵雯桐,杨红,傅剑平,李戌. 钢筋混凝土中间层边节点模型化方法研究[J]. 建筑结构学报, 2018. 09, 39(Sup), 254-262.

(10) Yang Hong, Jian Bin, Zhang Xinzhi. Modeling of buckled reinforcing bars including effect of lateral expansion of concrete core [J]. International Journal of Civil Engineering, 2018, 16(09): 1005-1016, DOI: 10.1007/s40999-017-0249-9.

(10) Yang Hong, Wu Yun Tian, Mo Peng Chen and Chen Jin Ke, Improved nonlinear cyclic stress-strain model for reinforcing bars including buckling effect and experimental verification[J]. International Journal of Structural Stability and Dynamics, 2016, 16(01): 1640005, DOI: 10.1142/S0219455416400058.

(11) 杨红,莫林辉,陈进可,等. 钢筋混凝土梁柱节点区非弹性变形的改进模型研究[J]. 建筑结构学报, 2014, 35(3): 128-137.

(12) 杨红,白绍良. 考虑节点内梁纵筋粘结滑移的结构弹塑性地震反应[J]. 土木工程学报,2004, 37 (5): 16-22

(13) 杨红,曹晖,白绍良. 地震波局部时频特性对结构非线性响应的影响[J]. 土木工程学报,200134 (4): 78-82.

主要科研项目

(1) 国家自然科学基金面上项目,51878100、混凝土框架考虑高强钢筋屈曲和应变局部集中的细化有限元模型及损伤特征研究、2019/01-2022/12、主持。

(2) 国家自然科学基金面上项目,51178487、钢筋混凝土抗震框架基于构件失效机理和变形特征的精细非线性模型、2012/01-2015/12、主持。