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韩林海
原图链接 图片来源360搜索 清华大学土木水利学院副院长
出生	1967年10月
国籍	中国
母校	大连理工大学
职业	教授、博士生导师

韩林海，男，1967 年10月出生。现任清华大学土木水利学院副院长(曾任土木工程系系主任)、教授、博士生导师，教育部长江学者特聘教授，国家杰出青年科学基金获得者，入选清华大学"百人计划"。

1989 年7月在大连理工大学土木工程系获工学学士学位;1993 年7月在哈尔滨建筑大学(原哈尔滨建筑工程学院)结构工程研究生，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:清华大学土木水利学院土木工程系，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:清华大学土木水利学院土木工程系主任，教授、博士生导师。

[7] 2017.1 - 迄今:清华大学土木水利学院副院长，教授、博士生导师。

学术兼职

中国力学学会结构工程专业委员会，主任委员

中国钢结构协会专家委员会，委员

中国建筑金属结构协会建筑钢结构专家委员会，委员

中国钢结构协会钢-混凝土组合结构分会，副理事长

中国钢结构协会钢结构防火与防腐分会，副理事长

中国建筑学会建筑防火综合技术分会，副理事长

中国工程建设标准化协会，理事

中国土木工程学会工程技术分会，常务理事

《土木工程学报》、《工业建筑》、《地震工程与工程振动》和《建筑结构》等杂志，编委

《Journal of Constructional Steel Research》、《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

《Structures》(Research Journal of The Institution of Structural Engineers)，副主编

Institution of Structural Engineers，Fellow & Chartered Structural Engineer

The Institution of Civil Engineers, Fellow[7]

讲授课程

本科生课程:灾害及其对策

研究生课程:建筑结构防火理论与方法;组合结构(钢管混凝土)

研究方向

从事结构工程领域的教学工作，致力于组合结构、混合结构和工程抗火等领域的开拓研究。

获得荣誉

韩林海为首批'国家百千万人才工程'第一、二层次人选(1996 年)，建设部'有突出贡献的中青年专家'(1997 年)，国务院特贴专家(1997 年)。曾获霍英东教育基金(1996 年)和霍英东教育基金会高校青年教师奖(2004 年)。2004 年获国家杰出青年科学基金资助，2005 年入选清华大学"百人计划"，2008 年获第十届"茅以升北京青年科技奖"。2013年获英国the Royal Academy of Engineering的Distinguished Visiting Fellowship。2014年当选结构工程师学会(IStructE, Institution of Structural Engineers) Fellow，并被授权IStructE的"Chartered Structural Engineer"。当选The Institution of Civil Engineers的Fellow。

曾以第一、二获奖人获国家教委(现教育部)科技进步一等奖等科技奖励7 次、获国家发明专利和实用新型专利各12 项。入选爱思唯尔2月2日发布的2014年中国高被引学者(Most Cited Chinese Researchers)榜单;2016年1月26日入选爱思唯尔发布的"2015年中国高被引学者榜单";2017年2月27日入选2016年中国高被引学者(Most Cited Chinese Researchers)榜单。

韩林海

国家教育委员会科技进步一等奖(甲类，排序第二)，1995年

霍英东教育基金，1996年

"国家百千万人才工程" 第一、二层次人选，1996年

国家政府特殊津贴，1997年

中国建设部"有突出贡献的中青年专家"荣誉称号，1997年

第五届"福建省十大杰出青年"提名奖，2001年

第七届福建青年科技奖，2003年

"福建省高校优秀共产党员"荣誉称号，2003年

"福建省师德先进个人"荣誉称号，2004年

福建省科技进步二等奖(排序第一)，2004年

获"国家杰出青年科学基金"项目资助，2004年

霍英东教育基金会高校青年教师奖(研究类)，2004年

清华大学"先进工作者"称号，2007年

第十届"茅以升北京青年科技奖"，2008年

福建省科技进步二等奖(排序第一)，2009年

中国公路学会科学技术一等奖(排序第五)，2012年

四川省科技进步一等奖(排序第四)，2013年

清华大学优秀共产党员，2013年

Distinguished Visiting Fellowship, the Royal Academy of Engineering of UK, 2013年

教育部长江学者特聘教授，2014年

学术贡献

培养硕士、博士四十余人。发表论文多篇(其中SCI收录100 多篇)，并被大量引用。结果为十余部国家、行业或地方工程建设标准采纳，并在一些典型工程中应用。

学术著作

[7] [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