首页 / 师资队伍 / 教师 / 防灾减灾工程研究所
韩林海
职称: 教授
通信地址: 北京市海淀区清华园清华大学土木工程系
邮编: 100084
电话号码: 010-62797067
E-mail: lhhan@tsinghua.edu.cn
传真: 010-62797067
教育背景
[1] 1985.8-1989.7:大连理工大学土木工程系,获工学学士学位。
[2] 1989.8-1993.7:哈尔滨建筑大学(原哈尔滨建筑工程学院)建筑工程系,获工学博士学位。
工作履历
[1] 1993.8 - 1995.4:中国地震局工程力学研究所、博士后;1994年晋升为副研究员。
[2] 1995.5 - 1997.3:大连理工大学土木工程系、博士后;1996年晋升为研究员。
[3] 1997.4 - 2000.7:哈尔滨建筑大学(现哈尔滨工业大学)建筑工程系,研究员,组合结构研究室主任;1999年被遴选为博士生导师。
[4] 2000.8 - 2005.6:福州大学特聘教授、博士生导师;2004年开始任土木建筑工程学院副院长。
[5] 2005.7 - 2010.7:日赚1000的偏门生意土木工程系,教授、博士生导师;2007年开始任防灾减灾工程研究所所长。
[6] 2010.8 - 2016.12:日赚1000的偏门生意土木工程系主任,教授、博士生导师。
[7] 2017.1 - 迄今:日赚1000的偏门生意副院长,教授、博士生导师。
开设课程
1.本科生课程:“灾害及其对策”等
2.研究生课程:“钢-混凝土组合结构(钢管混凝土)”等
研究领域
钢管混凝土及其混合结构;钢-混凝土组合结构抗火
学术兼职
[1] 中国消防协会,常务理事
[2] 中国钢结构协会专家委员会,委员
[3] 中国建筑金属结构协会建筑钢结构专家委员会,委员
[4] 中国土木工程学会工程防火技术分会,副理事长
[5] 中国建筑学会建筑防火综合技术分会,副理事长
[6] 中国钢结构协会钢-混凝土组合结构分会,副理事长
[7] 中国钢结构协会钢结构防火与防腐分会,副理事长
[8] 中国工程建设标准化协会,理事
[9] 《土木工程学报》,副主编
[10] 《工程力学》、《消防科学与技术》、《工业建筑》、《地震工程与工程振动》和《建筑结构》等期刊,编委
[11] 《Journal of Constructional Steel Research》、《Engineering Structures》、《Steel and Composite Structures》、《Journal of Structural Fire Engineering》、《Advanced Steel Construction》、《International Journal of High-Rise Buildings》和《Advances in Structural Engineering》杂志,编委
[12] 《Structures》(Research Journal of The Institution of Structural Engineers),副主编
[13] Institution of Structural Engineers, Fellow & Chartered Structural Engineer
[14] The Institution of Civil Engineers, Fellow
奖励与荣誉
[1] 国家教育委员会科技进步一等奖(甲类,排序第二),1995年
[2] 霍英东教育基金,1996年
[3] “国家百千万人才工程” 第一、二层次人选,1996年
[4] 国务院政府特殊津贴,1997年
[5] 建设部(现住建部)“有突出贡献的中青年专家”称号,1997年
[6] 第五届“福建省十大杰出青年”提名奖,2001年
[7] 第七届福建青年科技奖,2003年
[8] “福建省高校优秀共产党员”称号,2003年
[9] “福建省师德先进个人”称号,2004年
[10] 福建省科技进步二等奖(排序第一),2004年
[11] 国家杰出青年科学基金,2004年
[12] 霍英东教育基金会高校青年教师奖(研究类),2004年
[13] 入选清华大学“百人计划”,2005年
[14] 清华大学“先进工作者”称号,2007年
[15] 第十届“茅以升北京青年科技奖”,2008年
[16] 福建省科技进步二等奖(排序第一),2009年
[17] 中国公路学会科学技术一等奖(排序第五),2012年
[18] 四川省科技进步一等奖(排序第四),2013年
[19] 清华大学优秀共产党员,2013年
[20] Distinguished Visiting Fellowship, the Royal Academy of Engineering of UK, 2013年
[21] 教育部长江学者特聘教授,2014年
学术成果
学术著作:
[1] 韩林海. 钢管混凝土结构(第三版)(2000年第一版;2004年第一版修订版;2007年第二版). 北京: 科学出版社, 2016
[2] 韩林海,宋天诣. 钢-混凝土组合结构抗火设计原理. 北京: 科学出版社,2012
[3] 韩林海, 陶忠, 王文达. 现代组合结构和混合结构-试验、理论和方法. 北京: 科学出版社, 2009
[4] 韩林海, 杨有福. 现代钢管混凝土结构技术(第二版). 北京: 中国建筑工业出版社, 2007
学术论文:
[1] Han Lin-Hai, Wang Zhi-Bin, Xu Wu and Tao Zhong. 2016. Behavior of concrete-encased CFST members under axial tension. Journal of Structural Engineering, 10.1061/(ASCE)ST.1943-541X.0001422, 04015149.1-12
[2] Han Lin-Hai, Xu Wu, He Shan-Hu and Tao Zhong. 2015. Flexural behaviour of concrete-filled-steel-tubular (CFST) chord to hollow tubular brace truss: experiment. Journal of Constructional Steel Research, 109: 137-151
[3] Han Lin-Hai, Tan Qing-Hua and Song Tian-Yi. 2015. Fire performance of steel reinforced concrete (SRC) columns. Journal of Structural Engineering, ASCE, 141(4): 04014128.1-9
[4] Han Lin-Hai, An Yu-Feng, Roeder Charles, Ren Qing-Xin. 2015. Performance of concrete-encased CFST box members under bending. Journal of Constructional Steel Research. 106: 138-153
[5] Han Lin-Hai, Hou Chuan-Chuan and Wang Qing-Li. 2014. Behavior of circular CFST stub columns under sustained load and chloride corrosion. Journal of Constructional Steel Research. 103: 23-36
[6] Han Lin-Hai, Li Wei and Bjorhovde Reidar. 2014. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. Journal of Constructional Steel Research,100: 211-228
[7] Han Lin-Hai, An Yu-Feng. 2014. Performance of concrete-encased CFST stub columns under axial compression. Journal of Constructional Steel Research. 93: 62-76
[8] Han Lin-Hai, Hou Chuan-Chuan, Zhao Xiao-Ling and Rasmussen Kim J. R. 2014. Behaviour of high-strength concrete filled steel tubes under transverse impact loading. Journal of Constructional Steel Research, 92: 25-39
[9] Han Lin-Hai, Chen Feng, Liao Fei-Yu, Tao Zhong and Uy Brian. 2013. Fire performance of concrete filled stainless steel tubular columns. Engineering Structures, 56:165-181
[10] Han Lin-Hai, He Shan-Hu, Zheng Lian-Qiong and Tao Zhong. 2012. Curved concrete filled steel tubular (CCFST) built-up members under axial compression: Experiments. Journal of Constructional Steel Research, 74: 63-75
[11] Han Lin-Hai, Wang Wei-Hua and Yu Hong-Xia. 2012. Analytical behaviour of RC beam to CFST column frames subjected to fire. Engineering Structures, 36(3): 394-410
[12] Han Lin-Hai, Hou Chao and Wang Qing-Li. 2012. Square concrete filled steel tubular (CFST) members under loading and chloride corrosion: Experiments. Journal of Constructional Steel Research, 71(4): 11-25.
[13] Han Lin-Hai, Li Yong-Jin and Liao Fei-Yu. 2011. Concrete-filled double skin steel tubular (CFDST) columns subjected to long-term sustained loading. Thin Walled Structures, 49(12): 1534-1543
[14] Han Lin-Hai, He Shan-Hu and Liao Fei-Yu. 2011. Performance and calculations of concrete filled steel tubes (CFST) under axial tension. Journal of Constructional Steel Research, 67(11): 1699-1709
[15] Han Lin-Hai, Zheng Lian-Qiong, He Shan-Hu and Tao Zhong. 2011. Tests on curved concrete filled steel tubular members subjected to axial compression. Journal of Constructional Steel Research, 67(6): 965-976
[16] Han Lin-Hai, Wang Wen-Da and Tao Zhong. 2011. Performance of circular CFST column to steel beam frames under lateral cyclic loading. Journal of Constructional Steel Research, 67(5): 876-890
[17] Han Lin-Hai, Ren Qing-Xin and Li Wei. 2011. Tests on stub stainless steel-concrete-carbon steel double-skin tubular (DST) columns. Journal of Constructional Steel Research, 67(3): 437-452
[18] Han Lin-Hai, Wang Wei-Hua and Yu Hong-Xia. 2010. Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire. Engineering Structures, 32(10): 3130-3144
[19] Han Lin-Hai and Li Wei. 2010. Seismic performance of CFST column to steel beam joint with RC slab: Experiments. Journal of Constructional Steel Research, 66(11): 1374-1386
[20] Han Lin-Hai, Ren Qing-Xin and Li Wei. 2010. Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns. Journal of Constructional Steel Research, 66(10): 1186-1195
[21] Han Lin-Hai, Tao Zhong, Liao Fei-Yu and Xu Yi. 2010. Tests on cyclic performance of FRP-concrete-steel double-skin tubular columns. Thin Walled Structures, 48(6): 430-439
[22] Han Lin-Hai, Zheng Yong-Qian and Tao Zhong. 2009. Fire performance of steel-reinforced concrete beam-column joints. Magazine of Concrete Research, 61(7): 499-518
[23] Han Lin-Hai, Liao Fei-Yu, Tao Zhong and Hong Zhe. 2009. Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending. Journal of Constructional Steel Research, 65(8-9): 1607-1616
[24] Han Lin-Hai, Qu Hui, Tao Zhong and Wang Zai-Feng. 2009. Experimental behaviour of thin-walled steel tube confined concrete column to RC beam joints under cyclic loading. Thin Walled Structures, 47(8-9): 847–857
[25] Han Lin-Hai, Huang Hong and Zhao Xiao-Ling. 2009. Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading. Thin Walled Structures, 47(6-7): 668-680
[26] Han Lin-Hai, Li Wei and Yang You-Fu. 2009. Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures. Journal of Constructional Steel Research, 65(5): 1249-1260
[27] Han Lin-Hai, Tao Zhong and Yao Guo-Huang. 2008. Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression. Thin-Walled Structures, 46(7-9): 765-780
[28] Han Lin-Hai, Wang Wen-Da and Zhao Xiao-Ling. 2008. Behaviour of steel beam to concrete-filled SHS column frames: finite element model and verifications. Engineering Structures, 30(6):1647-1658
[29] Han Lin-Hai, Liu Wei and Yang You-Fu. 2008. Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression. Journal of Constructional Steel Research, 64(4): 377–387
[30] Han Lin-Hai, Liu Wei and Yang You-Fu. 2008. Behavior of thin walled steel tube confined concrete stub columns subjected to axial local compression. Thin-Walled Structures, 46(2): 155-164
[31] Han Lin-Hai, Yao Guo-Huang and Tao Zhong. 2007. Behaviors of concrete-filled steel tubular members subjected to combined loading. Thin Walled Structures, 45(6): 600-619
[32] Tao Zhong, Han Lin-Hai and Wang Dong-Ye. 2007. Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns. Thin Walled Structures, 45(5): 517-527
[33] Han Lin-Hai, Huo Jing-Si and Wang Yong-Chang. 2007. Behavior of steel beam to concrete-filled steel tubular column connections after exposure to fire. Journal of Structural Engineering, ASCE, 133(6):800-814
[34] Han Lin-Hai, Yao Guo-Huang and Tao Zhong. 2007. Performance of concrete-filled thin-walled steel tubes under pure torsion. Thin-Walled Structures, 45(1): 24-36
[35] Han Lin-Hai, Lin Xiao-Kang and Wang Yong-Chang. 2006. Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire. Thin Walled Structures, 44(10): 1063-1076
[36] Han Lin-Hai, Zheng Yong-Qian and Teng Jin-Guang. 2006. Fire resistance of RC and FRP-confined RC columns. Magazine of Concrete Research, 58(8):533-546
[37] Han Lin-Hai, Huang Hong, Tao Zhong and Zhao Xiao-Ling. 2006. Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending. Engineering Structures, 28(12):1698-1714
[38] Han Lin-Hai, Lu Hui, Yao Guo-Huang and Liao Fei-Yu. 2006. Further study on the flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research, 62(6): 554-565
[39] Han Lin-Hai, Yao Guo-Huang and Zhao Xiao-Ling. 2005. Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC). Journal of Constructional Steel Research, 61(9): 1241-1269
[40] Han Lin-Hai, Huo Jing-Si and Wang Yong-Chang. 2005. Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire. Journal of Constructional Steel Research, 61(7): 882-901
[41] Han Lin-Hai and Yang You-Fu. 2005. Cyclic performance of concrete-filled steel CHS columns under flexural loading. Journal of Constructional Steel Research, 61(4): 423-452
[42] Han Lin-Hai and Lin Xiao-Kang. 2004. Tests on cyclic behavior of concrete-filled hollow structural steel columns after exposure to the ISO-834 standard fire. Journal of Structural Engineering, ASCE, 130(11):1807-1819
[43] Han Lin-Hai, Tao Zhong and Liu Wei. 2004. Effects of sustained load on concrete-filled hollow structural steel columns. Journal of Structural Engineering, ASCE, 130(9): 1392-1404
[44] Han Lin-Hai, Yao Guo-Huang and Zhao Xiao-Ling. 2004. Behavior and calculation on concrete-filled steel CHS (circular hollow section) beam-columns. Steel and Composite Structures, 4(3): 169-188
[45] Han Lin-Hai and Yao Guo-Huang. 2004. Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC). Thin Walled Structures, 42(9): 1357-1377
[46] Han Lin-Hai. 2004. Flexural behaviour of concrete filled steel tubes. Journal of Constructional Steel Research, 60(2): 313-337
[47] Han Lin-Hai and Yao Guo-Huang. 2003. Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes. Journal of Constructional Steel Research, 59(12): 1455-1475
[48] Han Lin-Hai and Yao Guo-Huang. 2003. Influence of concrete compaction on the strength of concrete-filled steel RHS columns. Journal of Constructional Steel Research, 59(6): 751-767
[49] Han Lin-Hai, Zhao Xiao-Ling, Yang You-Fu and Feng Jiu-Bin. 2003. Experimental study and calculation of fire resistance of concrete-filled hollow steel columns. Journal of Structural Engineering, ASCE, 129(3): 346-356
[50] Han Lin-Hai and Huo Jing-Si. 2003. Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard. Journal of Structural Engineering, ASCE, 129(1): 68-78