宋良龍

發布時間:2018-07-30






宋良龍,男,1988年生,安徽舒城人,博士,副教授,碩士生導師。2016年獲東南大學土木工程專業工學博士學位,2013-2014年國家公派訪學美國加州大學聖地亞哥分校20166月入職河海大學伟德 官网結構工程研究所。主持國家自然科學基金、江蘇省自然科學基金、中國博士後科學基金等項目5。在《Earthquake Engineering and Structural Dynamics》、《Engineering Structures》、《Steel and Composite Structures、《Soil Dynamics and Earthquake Engineering》、《土木工程學報》等國内外著名期刊上發表論文20餘篇。入選河海大學“大禹學者計劃”第四層次。


研究方向

[1] 工程結構抗震

[2] 可恢複功能結構體系

[3] 結構相互作用

主講課程

[1] 本科生:《鋼結構》《結構分析程序設計》、《Design of Steel Structures

[2] 研究生:《鋼與混凝土組合結構理論及應用》

獎勵及榮譽

[1] 第四屆全國高校城市地下空間工程專業青年教師講課大賽特等獎,2019

[2] 第九屆江蘇省高校土木工程專業青年教師講課競賽一等獎,2019

[3] 47日内瓦國際發明展”金獎2019

[4] 東南大學優秀博士學位論文,2016

[5] 劉恢先地震工程獎學金,“黑龍江恢先地震工程學基金會”與“美中地震工程學基金會”2015

[6] 教育部博士研究生學術新人獎,2012

學術專著與标準規範

[1] 郭彤, 宋良龍 主編.《自定心抗震結構體系—理論、試驗、模拟與應用》,科學出版社(國家科學技術學術著作出版基金資助出版), 2018

[2] 郭彤, 宋良龍 主編.預制裝配式自複位混凝土框架結構技術規程》(報批稿), 江蘇省工程建設标準, 2021

學術論文

[1] Liang-Long Song, Xin Shi, Tong Guo. SSI effects on the inelastic displacement ratios of flag-shaped hysteretic SDOF systems. Structures, 2021.

[2] Liang-Long Song, Tong Guo, Xin Shi. Probabilistic seismic demand assessment of self-centering concrete frames under mainshock-aftershock excitations. Steel and Composite Structures, 2019.

[3] Liang-Long Song, Tong Guo, Xin Shi. Seismic analysis of low-rise self-centering prestressed concrete frames considering soil-structure interaction. Shock and Vibration, 2019.

[4] Liang-Long Song, Tong Guo. Probabilistic seismic performance assessment of self-centering prestressed concrete frame with web friction devices. Earthquakes and Structures, 2017.

[5] Liang-Long Song, Tong Guo, Yu Gu, Zhi-Liang Cao. Experimental study of a self-centering prestressed concrete frame subassembly. Engineering Structures, 2015.

[6] Liang-Long Song, Tong Guo, Zhi-Liang Cao. Seismic response of self-centering prestressed concrete moment resisting frames with web friction devices. Soil Dynamics and Earthquake Engineering, 2015.

[7] Liang-Long Song, Tong Guo, Cheng Chen. Experimental and numerical study of a self-centering prestressed concrete moment resisting frame connection with bolted web friction devices. Earthquake Engineering and Structural Dynamics, 2014.

[8] Rui-Zhao Zhu, Liang-Long Song, Tong Guo, Frank Mwangilwa. Seismic analysis and design of SDOF elastoplastic structures with self-centering viscous-hysteretic devices. Journal of Earthquake Engineering, 2020.

[9] Tong Guo, Liang-Long Song, Zhi-Liang Cao, Yu Gu. Large-scale tests on cyclic behavior of self-centering prestressed concrete frames. ACI Structural Journal, 2016.

[10] Tong Guo, Liang-Long Song, Guo-Dong Zhang. Numerical simulation and seismic fragility analysis of a self-centering steel MRF with web friction devices. Journal of Earthquake Engineering, 2015.

[11] Tong Guo, Liang-Long Song, Guo-Dong Zhang. Numerical simulation of the seismic behavior of self-centering steel beam-column connections with bottom flange friction devices. Earthquake Engineering and Engineering Vibration, 2011.

[12] Ji-Shuai Wang, Tong Guo, Liang-long Song, Yong-Sheng Song. Performance-based seismic design of RC moment resisting frames with friction-damped self-centering tension braces. Journal of Earthquake Engineering, 2020.

[13] Tong Guo, Yao-Wen Hao, Liang-Long Song, Zhi-Liang Cao. Shake-table tests and numerical analysis of self-centering prestressed concrete frame. ACI Structural Journal, 2019.

[14] Tong Guo, Zhen-Kuan Xu, Liang-long Song, Lei Wang. Seismic resilience upgrade of RC frame building using self-centering concrete walls with distributed friction devices. Journal of Structural Engineering, 2017.

[15] Tong Guo, Wei-Jie Xu, Liang-Long Song, Long-Wu Wei. Seismic isolation retrofits of school buildings: practice in China after recent devastating earthquakes. Journal of Performance of Constructed Facilities, 2014. 

[16] 宋良龍, 郭彤. 腹闆摩擦式自定心預應力混凝土框架的抗震性能研究. 工程力學, 2014.

[17]郭彤, 宋良龍. 腹闆摩擦式自定心預應力混凝土框架基于性能的抗震設計方法. 建築結構學報, 2014.

[18]郭彤, 宋良龍, 張國棟, 顧羽. 腹闆摩擦式自定心預應力混凝土框架梁柱節點的試驗研究. 土木工程學報, 2012.

[19]郭彤, 宋良龍. 腹闆摩擦式自定心預應力混凝土框架梁柱節點抗震性能的理論分析. 土木工程學報,  2012.

聯系方式

通訊地址:江蘇省南京市西康路1号河海大學科學館210098

E-mailsongll@hhu.edu.cn


 

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