基本信息
姓名：李贤
出生年月：1980.9
学位：博士
职称：教授、硕/博导
研究领域：高性能钢结构与组合结构、结构智能检测与监测、建筑/桥梁结构抗震与加固和低碳化新技术以及高性能新材料工程化应用等
招收研究生专业：结构工程，防灾减灾工程与防护工程、土木与水利领域
E-mail:leexian@yeah.net
个人简介：
李贤，男，湖南人，湖南大学和美国南加州大学联合培养博士，硕/博士生导师，江苏省六大高峰高层次人才，国家一级注册结构工程师，江苏省重点实验室主任，土木工程中外合作办学项目专业负责人，徐州市政协委员。讲授《结构设计原理》、《建筑产业化》、《防灾工程学》等课程，主持或完成国家自然科学基金4项以及江苏省自然科学基金面上项目等纵向/横向项目20余项；发表SCI/EI等高水平学术论文50余篇，获国家授权发明专利11项，获得中国金属结构协会特等奖等协会和省部级奖项等5项。
主要科研项目：
Ø[1]国家自然科学基金（面上项目）.新型横肋波纹钢板混凝土组合墙的协同承载机理和设计方法研究，2025.1-2018.12,在研
Ø国家自然科学基金（面上项目）.套管约束预制节段拼装墩柱的地震损伤机理与残余变形研究，结题
Ø国家自然科学基金（面上项目）.冲刷裸露桥梁钢桩基的地震风险概率评估与加固方法研究，结题
Ø国家自然科学基金（青年基金）.新型耗能减震型混合联肢剪力墙结构的抗震性能研究,已结题
Ø江苏省“六大人才高峰”项目.面向地震区岛礁开发的耐久型装配式结构体系研发.结题
Ø徐州市重点研发项目，波纹腹板钢管混凝土边框柱-波纹钢板剪力墙结构的关键技术研发.在研
Ø徐州市重点研发项目，建筑结构低能耗综合利用废弃混凝土和海砂的关键技术研究.结题
Ø中国博士后基金(特别资助).考虑震损与锈蚀的RC柱的残余抗震性能评估与加固方法研究，结题
Ø江苏省自然科学基金（面上项目）.带暗梁的小跨高比钢筋混凝土连梁的抗震性能研究，已结题.
Ø企业委托项目：双层翼缘檩条的受力性能与设计方法研究.在研
Ø企业委托项目：板壳组合剪力墙的稳定性研究.在研
Ø企业委托项目：智分缝预制剪力墙的抗震性能与设计方法研究.结题
Ø单位委托：栅格混凝土结构的抗侵彻性能模拟分析.结题
代表性论文：
ØLiao X,Li X, Zhao SD, Yang C, Yin DD.Behavior of Eccentrically Loaded Rectangular CFST Components for Shear Walls using Double Horizontally-corrugated Steel Plates. Engineering Structures, 2024, 303:117470, SCI/EI
ØZhang ZL,Li X,Zhou T.Seismic behavior of precast segmental bridge columns confined by grouted glass fiber reinforced plastic tubes, Journal of Reinforced Plastics and Composites,2024.4,DOI10.1177/07316844241250183
ØLiao X, Zhao X,Li X, Hu ZH, Liu J, Nie Y, Chen SY, Liu XG. Fatigue cracking of shoulder beams and I-shaped corbels within four-limb CFST columns. Journal of Constructional Steel Research 220 (2024) :108812.
ØLi SY, LE YS, Gao JC,Li X, Zhao XF. Bolt loosening angle measurement along full range of screw exposure length based on 3D point cloud. Automation in Construction 168 (2024): 105785
ØLi SY, Le YS,Li X,Zhao XF. Bolt loosening angle detection through arrangement shape-independent perspective transformation and corner point extraction based on semantic segmentation results. Structural Health Monitoring, 2024, 1–17
ØZhang ZL,Li X,Zhang CX, Sun YS. Seismic Behavior of Precast CFST Double-column Piers with Various Connection Types. Journal of Constructional Steel Research, 2024, 215: 108546, SCI/EI
ØLi X, Liao X, Li ZY, Song DY, Yin DD. Confinement Mechanism of Rectangular CFST Components using Double Horizontally-corrugated Steel Plates. Structures, 2023, 57:105107, SCI/EI
ØLi X, Zhang ZL, Zhou T, Xiao Y, Sun YS. Hysteretic Behavior of Post-tensioned Precast Segmental CFT Double-column Piers. Earthquake Engineering & Engineering Vibration, 2023, 22(3): 747-762, SCI/EI
ØMou XY, Lv HL, Li X. Seismic Performance of Corrugated Steel Plate Composite Shear Walls with Various Configurations. Structures, 2023, 57: 105133.
ØLiao X,Li X, Li ZW, Li CZ, Zhong T. Flexural Behavior of Novel CFDST Components with External Welded Corrugated Steel Tubes. Structures, 2023, 52: 42–56, SCI/EI
ØSu R,Li X, Li ZW. Axial Behavior of Square CFST Encased Seawater Sea-sand Concrete Filled PVC/GFRP Tube Columns. Steel and Composite Structures, 2023, 47( 6 ):779-792, SCI/EI
ØZhou T,Li X, Ma ZG, Su R. Axial Behavior of Precast Segmental Hollow Bridge Columns Confined by Grouted Steel Tubes. Advances in Structural Engineering, 2023, 26(2) : 287–301, SCI/EI
ØLiao X,Li X, Xu YM. Probabilistic Tensile Strength Model of Q345 Steel Plates with Random Pitting Corrosion for Fragility Analysis. International Journal of Steel Structures, 2023, 23(2): 548-563, SCI/EI
ØSu R,Li X, Xu SY. Axial behavior of circular CFST encased seawater sea-sand concrete filled PVC/GFRP tube columns. Construction and Building Materials, 353 (2022): 129159.
ØZhou T,Li X,Ma Z, Su R. Axial behavior of precast segmental hollow bridge columns confined by grouted steel tubes. Advances in Structural Engineering, 2022: DOI: 10.1177/13694332221125829
ØSu R, Li X, Zhong T, Zhou T. Axial behavior of novel CFDST columns with outer welded corrugated steel tubes. Structures, 34(2021): 2707-2720.
ØLi X, Xiao Y, Zhou T, Xu YM and Li CH. Seismic Behaviour of Precast Shear Walls Connected using Prestressed Horizontal Beams[J]. Magazine of Concrete Research, 2021, 73 (23):1189-1204.https://doi.org/10.1680/jmacr.19.00467.
ØLi X, Sun YS, Ding BD, Xia CZ. Cyclic Behavior of Deep RC Coupling Beams with Different Reinforcement Layouts [J]. Journal of Earthquake Engineering, 2020，24(1): 155-174.
ØLi X, Xiao Y, Xu YM, Lu J, Ding BD, Zhou T. Structural behavior of double-CFT-pile foundations under cyclic loads. Soil Dynamics and Earthquake Engineering, 2020, 128 (2020), 105863.
ØLi X, Ma XH, Ding BD, Zhao YW, Zhang P. Seismic Behavior of Precast Concrete Filled Dual Steel Tube Columns in Socket Foundations[J]. International Journal of Advanced Steel Construction. 2019, 13(5): 215-244.
ØLi X, Zhou T, Li J, Kuang XB, Zhao YW. Seismic Behavior of Encased CFT Column Base Connections [J]. Engineering Structures, 2019, 182(2019): 363-378.
ØLi X, Wu YP, Li XZ, Xia J, Lv HL. Punching Shear Strength of CFT Bridge Column to Reinforced Concrete Four-Pile Cap Connections [J]. ASCE Journal of Bridge Engineering, 2017, 22(8): 04017036.
ØLi X, Wang W, Lv HL, Zhang GC. Seismic Behavior of Outrigger Truss-Wall Shear Connections using Multiple Steel Angles [J]. Earthquake Engineering and Engineering Vibration, 2016，15(2): 197-208.
ØLi X, Lv HL, Zhang GC, Ding BD. Seismic Behavior of Replaceable Steel Truss Coupling Beams with Buckling Restrained Webs[J]. Journal of Constructional Steel Research, 2015, 104(1): 167-176.
ØLi X, Xiao Y, Wu YT. Seismic Behavior of Exterior Connections with Steel Beam Bolted to Concrete Filled Steel Tube Column [J]. Journal of Constructional Steel Research, 2009, 65(9): 1438-1146.
ØLi X, Wu YT, Mao WF, Xiao Y, Anderson J C, Guo YR. Bolted End Plate Connections for Steel Reinforced Concrete Composite Structures[J]. Structural Engineering and Mechanics, 2006, 24(3): 291-306.
Ø匡小波,李贤,李健.外包式钢管混凝土柱脚的滞回性能研究[J].建筑结构学报, 2017, 38（S1）: 190-197.
Ø李贤,夏承柱,沙士钰,吕恒林.小跨高比钢-混凝土组合连梁抗震性能试验研究[J].建筑结构学报, 2015, 36（S1）: 337-342.
Ø李贤,吕恒林,佘立永,张广昌．可拆卸式消能减震钢桁架连梁抗震性能试验研究[J].建筑结构学报，2013，34（S1）: 389-394.
ØLi X, Lu J, Ding BD, Wang W. Axial Strength of FRP-Confined Rectangular RC Columns with Different Cross-sectional Aspect Ratios [J]. Magazine of Concrete Research, 2017, 69(19): 1011-1026.
ØLi X, Zhao ZH, Liang YS, Lv HL. Cyclic Behaviour of Earthquake and Corrosion- Damaged RC Columns [J]. Magazine of concrete research, 2016, 68(22): 1166-1182.
ØLi X, Liu L, Lv HL, Sha SY. Seismic Retrofit of Short RC Coupling Beams using CFRP Composites [J]. Magazine of concrete research, 2016, 68(5): 260-270.
ØLi X, Liang YS, Zhao ZH, Lv HL. Low-cycle Fatigue Behavior of Corroded and CFRP wrapped Reinforced Concrete Columns [J]. Construction and Building Materials, 2015, 101(12): 902-917.
ØLi X, Lv HL, Zhang GC, Sha SY, and Zhou SC. Seismic Retrofitting of Rectangular Reinforced Concrete Columns using Fiber Composites for Enhanced Flexural Strength[J]. Journal of Reinforced Plastics and Composites, 2013, 32(9): 619-630.
ØLi X, Lv HL, Zhou SC. Flexural Behavior of GFRP-Reinforced Concrete Encased Steel Composite Beams [J]. Construction and Building Materials, 2012, 28(1): 255-262.
专利授权和申请：
Ø李贤.一种快捷拼装多腔钢管混凝土剪力墙.发明专利授权号：ZL2022 11017498.3，授权日：2024.7.23.
Ø李贤.一种波纹钢板-混凝土组合墙.发明专利授权号：ZL202211013526. 4，授权日：2024.7.23.
Ø李贤.一种减震防撞钢管混凝土柱.发明专利授权号: ZL202010169195. 8,授权日：2024.10.9
Ø李贤.一种角钢组合钢管混凝土构件.实用新型专利授权号：ZL2022 22236022.0,申请日：2022.8.24，授权日：2022.12.13
Ø李贤.快捷拼装型预制格构钢骨混凝土构件.实用新型专利授权号：ZL202222231102.7,申请日：2022.8.24.
Ø李贤.一种波纹钢管混凝土异型截面构件.实用新型专利授权号：ZL2022222327. X ,申请日：2022.8.23.授权日：2022.12.27
Ø李贤.一种用于多腔钢管水平缝快捷拼装的连接装置.实用新型专利授权号：ZL202222218935. X ,申请日：2022.8.23.授权日：2022.12.9
Ø李贤，匡小波，张云霞，张鹏，李新章.一种高耐久型混凝土结构构件及其制作方法.发明专利号：ZL201410848531.6,授权日期：2016.8.17
Ø李贤，吕恒林，周淑春，沙士钰.一种可拆卸的自复位式消能连梁.发明专利号：ZL201210126883.1，授权日期：2014.10.29
Ø李贤，肖岩，张鹏，张云霞，匡小波.一种高耗能减震型钢连梁及其制作方法.发明专利号：ZL201510024210.9,授权日期：2017.2.1
Ø李贤，马晓寒，肖宇，刘明桢，徐玉明，仲涛.一种用于预制剪力墙的连接结构及其施工方法.发明专利授权号：ZL201810744847.9，授权日期：2020.2.7
Ø李贤，肖宇，苏蓉，苑东瑞，孙晓栋，李世博，马梦婷.一种双向叠合板板侧连接构造及叠合板施工方法.发明专利授权号: ZL201811218767.6，授权日期：2020.7.31
Ø李贤，周涛，赵雨薇，孙晓栋，李世博，苑东瑞，苏蓉，马梦婷.一种铅芯波纹钢管约束橡胶支座.发明专利授权号: ZL201811337716.5，授权日期：2020.12.25
Ø李贤，周涛，苏蓉，孙晓栋，李世博，马梦婷，苑东瑞.一种低能耗综合利用废弃混凝土和海水海砂的方法.发明专利申请号: 201910186598.0，申请日期：2019.3.1
Ø李贤，周涛，苑东瑞，李世博，马梦婷，孙晓栋，苏蓉.一种套管约束预制节段拼装墩柱及其施工方法.发明专利申请号: 2019101841825，申请日期：2019.3.12.
Ø李贤.一种波纹钢管混凝土柱.发明专利申请号：CN201911241 678.8, 2020.03.27,实质审查中
Ø李贤.一种两侧裹覆混凝土的钢管混凝土构件及其制作方法.发明专利申请号: CN202010169198.1, 2020.06.02
Ø李贤.一种侧面裹覆混凝土的钢管混凝土剪力墙.发明专利申请号: CN202010169225.5，2020.05.29，实质审查中
Ø李贤.一种快捷拼装型波纹钢管混凝土构件.实用专利申请号：ZL2022 22231634.0，申请日：2022.8.24，授权日：2022.12.9
Ø李贤.一种型钢与波纹钢板组合的混凝土异型构件.发明专利申请号: CN201911257159.0, 2020.03.27,实质审查中
Ø李贤.一种基于波纹钢腹板桁架和水泥基板的混凝土叠合板底板.发明专利申请号:CN202010380822.2, 2020.07.31,实质审查中
Ø李贤.一种快捷组装夹层保温剪力墙永久模板.实用新型专利授权号：ZL202122000290.8,授权日期：2022.1.18
Ø李贤.一种快捷拼装叠合板组合底板.实用新型专利授权号：ZL202122003004.3,授权日期：2022.1.18
