姓名：伍隋文

学位：博士

职称：教授、博导

系所：湖南大学土木工程学院桥梁工程系

地址：土木工程学院C415

Email:suiwenw@hnu.edu.cn;

（每年招收博士1-2名、硕士3-5个、博士后1名，欢迎踏实肯干、具有创新精神和长远目标、对地震工程学、桥梁/结构抗震等动力问题研究感兴趣的同学积极联系。）

伍隋文，湖南大学教授、博士生导师、岳麓学者，国家高层次青年学者，美国注册结构工程师（P.E.），长期从事桥梁抗震领域研究，主要研究方向包括基于物理的区域地震动模拟框架新型近断层桥梁抗震研究、区域桥梁抗震韧性、高性能桥梁抗震新体系研发、基于AI的桥梁抗震分析、新能源结构抗震及桥梁振动与控制等，以核心成员身份参与十余项桥梁与结构抗震领域国际前沿课题。

2023年11月-至今，湖南大学，土木工程学院，教授

2022年3月-2023年10月，湖南大学，土木工程学院，副教授

2021年7月-2022年2月，Lawrence Berkeley National Laboratory,副研究员

2017年1月-2021年6月，University of Nevada,Reno,博士后(合作导师：Professor Ian G Buckle,Professor David McCallen,Professor David Sanders)

2013年8月-2016年12月,University of Nevada,Reno，土木与环境工程专业,获博士学位

2010年9月-2013年7月,同济大学，桥梁与隧道工程专业，获硕士学位

2006年9月-2010年6月，湖南大学，土木工程专业，获学士学位

[1]强震下中小跨径斜交桥横向挡块地震破坏机理及协同防落梁研究，国家自然科学基金青年基金，在研，主持，2024.01-2026.12;

[2]基于多学科交叉的区域地震动模拟框架斜交桥近断层地震响应机理及防落梁研究，湖南省自然科学基金青年基金，在研，主持，2023.01-2025.12；

[3]特大跨径拱桥低碳高性能新结构创新与探索，国家自然科学基金原创项目，已结题，参与，2023.01-2023.12（2/5)；

[4]强震下变刚度自恢复桥梁结构体系，国家自然科学基金面上项目，在研，参与，2022.01-2025.12；

[5]基于可恢复性的装配式桥梁全生命周期抗震性能研究,中国科技部国家重点研发计划项目,已结题,参与,2020.12至2023.08；

[6]水平向地震作用下预制节段RC桥墩抗震性能及设计方法,北京自然科学基金会,已结题,参与,2020.01至2022.12；

[7]SMA负刚度双曲面减震装置的减震机理和设计方法，广东省自然科学基金面上项目，已结题，参与，2019.10-2022.09；

[8]基于区域地球物理模型的地震动模拟框架能源系统地震风险性评估，美国能源局，已结题，参与，2021.07-2022.02；

[9]天然气管道系统地震易损性振动台实验研究,美国加州能源局,已结题,参与,2021.01至2021.06；

[10]地震工程模拟的应用研究:高性能计算及多学科交叉的区域地震灾害及结构风险评估框架,美国能源局,已结题，参与,2018.09至2021.05；

[11]混凝土柱-柱头-板体系的足尺拟静力试验研究,美国能源局洛斯阿拉莫斯国家实验室,已结题，共同主持(Co-PI),2018.05至2021.05；

[12]用于核设施SSI试验的大型剪切土箱及振动台的设计与制造,美国能源局伯克利劳伦斯国家实验室,已结题，参与,2018.01至2018.06；

[13]新型激光位移计测量层间位移角的大型振动台试验研究,美国能源局伯克利劳伦斯国家实验室,已结题，参与,2017.01至2017.12；

[14]斜桥的抗震性能研究,美国联邦公路局,已结题，参与,2013.08至2016.12。

发表论文：

[1]Wang H,Huang J,Wu S,Chen D,He C,Liao F.(2024).“Seismic fragility assessment of the hospital building with replaceable redundant columns.”Structures 69:107325.

[2]Liu Z,Li W,Wu S.(2024).“A non-smooth dynamic model for pounding analysis of simple span bridges under seismic excitations”.Structures 68:107187.

[3]Xiang N,Huang J,Wang J,Xu H,Wu S.(2024).“An innovative sliding-controllable laminated rubber bearing for enhancing seismic performance assessment of highway bridges”.Engineering Structures 319:118877.

[4]Hu N,Wei F,Wu Q,Yang H,Liu J,W S.(2024).Dynamic tensile behavior and rate-dependent constitutive model of stainless-clad bimetallic steel at intermediate strain rates.Journal of Constructional Steel Research 222:108991.

[5]He G,Shao X,Wu S,Cao J,Li P,Cai W.(2024).“Sliding connectors for cyclic construction of steel-UHPC composite truss arch bridges:design method and feasibility study”.Engineering Structures 316:118451.

[6]Zhuo W,Zhuo S,Wu S,Hua Y,Liu Z.and Tong T(2024).“Fatigue damage model for precast bridge piers reinforced with high-strength rebar”.Structure and Infrastructure Engineering,DOI:10.1080/15732479.2024.2402021.

[7]Ge P,Yang O,He J,Zhang K,Wu S.(2024).“A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete Joints in Precast Segmental Bridges”.Engineering Structures 302:117324.

[8]邵旭东，赵相如，伍隋文，邵宗暄，何广(2024).装配式钢内芯-UHPC组合空心柱抗震性能研究.湖南大学学报（自然科学版）(已接收)

[9]Jiao C,Wang H,Wu S,Wu R,Fang R.(2024).“Shaking table experiment study of a multi-tower cable-stayed bridge with consideration of seismic pounding effect between the main bridge and approach bridge”.Soil Dynamics and Earthquake Engineering,176:108337.

[10]Li P,Shao X,Wu S,Fan W,Zhao X.(2024).“Conceptual design and preliminary test of the novel structure of steel inner core-UHPC composite box girder”.Engineering Structures,300:117188.

[11]王海东，黄敬麟，伍隋文，陈大川，蒋德松(2024).提升RC框架结构抗震韧性的冗余柱性能分析.土木工程与管理学报,41(4):29-37.

[12]Shao C,Wei W,Wu S,Qi Q,Zhuang W.(2023).“Experimental investigation on the plastic hinge length of RC round-ended hollow bridge columns with a variable section”.Engineering Structures,290:116358.(Best Paper of the Year 2023;Editors'Featured Paper)

[13]Dong Z,Sun Z,Wu S,Tong F and Wang D.(2023).“Influence of soil liquefaction effect on seismic failure mechanism of river-crossing simply-supported girder bridges”.Engineering Failure Analysis,154:107664.

[14]Wang X,Li Y,Wu S,Tian C,Li R,Hou Q and Long F.(2023).“Seismic performance of coupled shear walls with novel hybrid construction methods under high axial loading”.Structures,58:105539.

[15]Wang X,Li Y,Wu S,Li R,Tian C,Hou Q and Long F.(2022).“Seismic performance of a novel partly precast RC shear wall with double precast edge members and a central T-shape CIP member”.Soil Dynamics and Earthquake Engineering,162:107481.

[16]Zhao G,Zhu L,Wu S,Liu W and Duan S.(2022)."Experimental and numerical investigation on cross-sectional mechanical behavior of prefabricated multi-cabin RC utility tunnels."Structures,42:466-479.

[17]Wei B,Min H,Wu S,Zhong H,Jiang L,Li S and Hu Z.(2022)."Investigation of equal strength mild steel tenons as displacement restraining devices for long-span railway arch bridges."Engineering Structures,266:114522.

[18]Xia X,Wu S,Sun S,Du Q and Long F.(2022).“Lateral hysteretic behavior of a novel metal rubber bridge bearing.”Engineering Structures,256:114051.

[19]Liu Z,Lei H,Tong T,Wu S and Lu G.(2022).“Precast segmental piers:testing,modeling and seismic assessment of an emulative connection based on a grouted central tenon.”Bulletin of Earthquake Engineering,20:2529-2564.

[20]Wu S,Li H,Wang X,Li R,Tian C and Hou Q.(2022).“Seismic performance of a novel RC partial precast shear wall with reserved cast-in-place base and wall edges”.Soil Dynamics and Earthquake Engineering,152:107038.

[21]Jia J,Wei B,Bai Y,Wu S,Zhang K and Guo Y.(2022).“Seismic performance of precast segmental bridge columns reinforced with hybrid stainless steel bars and GFRP bars”.Journal of Bridge Engineering,27(1):04021100.

[22]McCallen D,Tang H,Wu S,Eckert E,Huang J and Petersson A.(2022).“Coupling of regional geophysics and local soil-structure models in the EQSIM fault-to-structure earthquake simulation framework”.International Journal of High Performance Computing Applications,36(1):78-92.

[23]Jia J,Zhang K,Wu S,Xiong T,Bai Y and Li W.(2021).“Vertical cracking at girder ends during posttensioning of prefabricated prestress concrete bridge T-girders”.Structural Concrete,22:3094-3108.

[24]Xia X,Wu S,Wei X,Jiao C and Chen X.(2021).“Experimental and numerical study on seismic behavior of a self-centering railway bridge pier”.Earthquakes and Structures,21(2):173-183.

[25]Wang X,Wu S,Jia J,Li H,Wei Y,Zhang K,Bai Y.(2021).“Experimental evaluation of seismic performance of corroded precast RC bridge columns and the retrofit measure using CFRP jackets”.Engineering Structures,245:112872.

[26]Wu S,Jia J,Jiao C,Huang J and Li J.(2021).“Study on the additional support length requirements of single-span bridges due to skew using a simplified method”.Advances in Bridge Engineering,2:22.

[27]Wu S,Huang J,Li W,Jiao C and Li J.(2021).“Unseating of single-span bridges with skew angles out of the limit range for free rotation”.Structures,32:1320-1330.

[28]Jiao C,Liu W,Wu S,Gui X,Huang J,Long P and Li W.(2021).“Shake table experimental study of curved bridges with consideration of girder-to-girder collision”.Engineering Structures,237:112216.

[29]Jiao C,Liu Y,Wu S,Ma Y,Huang J and Liu W.(2021).“Influence of pounding buffer zone for mitigation of seismic response of curved bridges”.Structures,32:127-148.

[30]Luo X,Huang F,Zhuang Y,Wu S,and Qian H.(2021).“Modified calculations of lateral displacement and soil pressure of pile considering pile-soil interaction under cyclic loads”.Journal of Testing and Evaluation.49(4):2840-2859.

[31]Zhuo W,Wu S,Liu Zand Zang H.(2021).“Low cyclic loading tests and fatigue damage models of concrete bridge piers reinforced with high-strength rebar”.Advances in Structural Engineering,24(4):706-717.

[32]Hu M,Han Q,Wu S and Du X.(2021).“Shear capacity of precast concrete shear keys with ultra-high performance concrete(UHPC)for the connection”.Journal of Bridge Engineering,26(7):04021036.

[33]Wu,S.and Buckle,I.G.(2020).“Effect of skew on the minimum support length requirements of single-span bridges with seat-type abutments”.Earthquake Spectra,36(3):1119-1140.

[34]Jia J,Zhang K,Wu S,Guo Y,Du X and Wang X.(2020).“Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions”.Engineering Structures,221:111037.

[35]Jia J,Zhao L,Wu S,Wang X,Bai Y and Wei Y.(2020).“Experimental investigation on the seismic performance of low-level corroded and retrofitted reinforced concrete bridge columns with CFRP fabric”.Engineering Structures,109:110225.

[36]Xia X,Wu S,Shi J,Jia J,Chen X and Ma H.(2020).“Seismic response of rocking isolated railway bridge piers with sacrificial components”.Earthquake Engineering and Engineering Vibration,19(4):1005-1015.

[37]Cao S,Ozbulut O,Wu S,Sun Z and Deng J.(2020).“Multi-level SMA/rubber bearing isolation system for seismic protection of bridges”.Smart Materials and Structures,29:055045.

[38]Jia J,Zhang K,Saiidi MS,Guo Y,Wu S,Bi K and Du X.(2020).“Seismic evaluation of precast bridge columns with built-in elastomeric pads”.Soil Dynamics and Earthquake Engineering,128:105868.

[39]Wu S.(2019).“Unseating mechanism of a skew bridge with seat-type abutments and a Simplified Method for estimating its support length requirement”.Engineering Structures,191:194-205.

[40]Wu S.(2019).“Investigation on the connection forces of shear keys in skewed bridges during earthquakes”.Engineering Structures,194:334-343.

[41]Wu S.,Buckle IG,Itani AM and Istrati D.(2019).“Experimental studies on seismic response of skew bridges with seat-type abutments.I:shake table experiments”.Journal of Bridge Engineering,24(10):04019096.(Editor’s Choice Article)

[42]Wu S,Buckle IG,Itani AM and Istrati D.(2019).“Experimental studies on seismic response of skew bridges with seat-type abutments.II:results”.Journal of Bridge Engineering,24(10):04019097.

[43]Sun Z,Wang D,Wang T,Wu Sand Guo X.(2019).“Investigation on seismic behavior of bridge piers with rectangular hollow thin walled section using cyclic quasi-static tests”.Engineering Structures,200:109708.

[44]Huang F,Wu S,Luo X,Chen B and Lin Y(2018).“Pseudo-static low cycle test on the mechanical behavior of PHC pipe piles with consideration of soil-pile interaction”.Engineering Structures,171:992-1006.

[45]Petrone F,McCallen D,Buckle IG,andWu S.(2018).“Direct measurement of building transient and residual drift using an optical sensor system”.Engineering Structures,176:115-126.

[46]孙治国，张振涛，伍隋文，王东升(2022),考虑PSSI的桩柱式桥墩震后残余位移分析.应用基础与工程科学学报，(03):684-694.

[47]曹飒飒，伍隋文，孙卓，王欢，杨俊(2019),梁桥多级设防SMA减震装置.振动与冲击,38(24):209-217.

[48]伍隋文，李建中(2013)，单塔地锚式悬索桥减震阻尼器参数分析.建筑与环境工程,2013(s1):9-12.

[49]Wu,S.,Buckle,I.G.,Itani,A.M.,and Istrati,D.(2019).“Experimental datasets from large-scale shake table experiments on skew bridges.”https://doi.org/10.17605/OSF.IO/2Q3DP.

[50]Wu,S.,Eckert,E.,Huang,J.,McCallen,D.and Tang,H.(2021).“The influence of rotational components of earthquake ground motions on building response”17thWorld Conference on Earthquake Engineering,Sendai,Japan.

[51]Wu,S.,and Buckle,I.G.(2019).“Effect of skew on support length demands of bridges with seat-type abutments.”3rd International Bridge Seismic Workshop,Seattle,USA.

[52]Wu,S.,Buckle,I.G.,and Itani,A.M.(2017).“Experimental and analytical study of girder unseating in skewed bridges during earthquakes.”16th World Conference on Earthquake Engineering,Santiago,Chile.

[53]Wu,S.,Buckle,I.G.,and Itani,A.M.(2016).“Experimental study of seismic behavior of skew bridges.”14thInternational Symposium on Structural Engineering,Beijing,China.

[54]Wu,S.,Buckle,I.G.,and Itani,A.M.(2014).“A simplified method for estimating support length requirements in skew bridges due to earthquake loading.”11th China-US Bridge Engineering Conference,Chengdu,Sichuan,China.

[55]Wu,S.,Buckle,I.G.,Sanders,D.,Sheriff,E.,Ngeljaratan,L.and Moustafa,M.(2021).“Full-scale experiments on a non-ductile column-capital-slab assembly phase 2:as-built column”Report No.CCEER-21-01,Center for Civil Engineering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,NV.pp.1-588.(美国土木工程地震研究中心报告).

[56]Wu,S.,Buckle,I.G.,Sanders,D.,Sheriff,E.,Ngeljaratan,L.and Moustafa,M.(2020).“Full-scale experiments on a non-ductile column-capital-slab assembly phase 1:column retrofitted with CFRP.”Report No.CCEER-20-09,Center for Civil Engineering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,NV.pp.1-636.(美国土木工程地震研究中心报告).

[57]Wu,S.,Eckert,E.,Huang,J.,and McCallen,D.(2020).“Evaluation of the Domain Reduction Method applied to broad-band,near-fault ground motions with inter-code comparisons.”Report No.CCEER-20-08,Center for Civil Engineering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,NV.pp.1-211.(美国土木工程地震研究中心报告).

[58]Wu,S.,Miah,M.,and McCallen,D.(2019).“Four canonical steel moment frame buildings and inter-code comparisons of nonlinear building response.”Report No.CCEER 19-05,Center for Civil Engineering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,NV.pp.1-88.(美国土木工程地震研究中心报告).

[59]Wu,S.,Buckle,I.G.,and Ryan,K.(2017).“Large-scale experimental verification of an optically-based sensor system for monitoring structural response”.Report No.CCEER 17-06,Center for Civil Engineering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,NV.pp.1-242.(美国土木工程地震研究中心报告).

[60]McCallen,D.,Petrone,F.,Buckle,I.,Wu,S.,and Coates J.(2017).“An optically based sensor system for rapidly assessing the earthquake response of critical facilities”.Report no.LBNL-2001094,Lawrence Berkeley National Laboratory,Berkeley,CA.pp.1-34.(美国伯克利劳伦斯国家实验室研究报告).

[61]Wu,S.,Buckle,I.G.,and Itani,A.M.(2016).“Effect of skew on seismic performance of bridges with seat-type abutments.”Report No.CCEER-16-08,Center for Civil Engineering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,NV.pp.1-388.(美国土木工程地震研究中心报告).

[1]2024年第十七届“高教杯”全国大学生先进成图技术与产品信息建模创新大赛、道桥类“优秀指导教师”一等奖

[2]2024年《市政技术》优秀青年编委、优秀审稿专家

[3]2024年《Engineering Structures》“Best Paper of the Year 2023”

[4]2023年国家海外高层次青年人才

[5]2023年《Engineering Structures》“Editors'Feature Article”

[6]2023年第十六届“高教杯”全国大学生先进成图技术与产品信息建模创新大赛、道桥类“优秀指导教师”二等奖

[7]2022年湖南大学2022年新进教师入职培训微格演练二等奖

[8]2019年ASCE《Journal of Bridge Engineering》"Editor's Choice Article"