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Other IDs

Scopus Author ID: 57201312756
SciProfiles: 1268465

Keywords

Civil Engineering, Bridge Engineering, Seismic Design, Steel Structure, Structural steel, Structural Stability, Low-cycle fatigue

Countries

China

Activities

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Employment (2)

Yangzhou University: Yangzhou, Jiangsu, CN

2016-06-30 to present | Associate professor (College of Civil Science and Engineering)
Employment
Source: Self-asserted source
Zhanzhan Tang

Academy of Sciences of the Czech Republic: Prague, Prague 9, CZ

2019-10-30 to 2021-01-16 | Research fellow (Insititute of Theoretical and Applied mechanics)
Employment
Source: Self-asserted source
Zhanzhan Tang

Education and qualifications (2)

Zhejiang University: Hangzhou, Zhejiang, CN

2011-09-01 to 2016-06-30 | Doctor (College of Civil Engineering and Architecture)
Education
Source: Self-asserted source
Zhanzhan Tang

Hohai University: Nanjing, Jiangsu, CN

2007-09-01 to 2011-06-30 | bachelor (Department of Civil Engineering)
Education
Source: Self-asserted source
Zhanzhan Tang

Works (44)

Study of residual load carrying capacity of steel bridges considering fatigue damage during service time

Structure and Infrastructure Engineering
2025-03-28 | Journal article
DOI: 10.1080/15732479.2025.2483498
Contributors: Zhanzhan Tang; Qing Liu; Hao Liu; Hanyang Xue; Xiaomei Hu; Hanqing Zhuge
Source: check_circle
Crossref

Numerical simulation with an improved ductile fracture model for steel connections considering effect of element size

Journal of Constructional Steel Research
2024 | Journal article
DOI: 10.1016/j.jcsr.2024.109031
EID:

2-s2.0-85203798554

Part of ISSN: 0143974X
Contributors: Tang, Z.; Yang, X.; Liu, H.; Xue, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Seismic Analysis Model of Partially Concrete-Filled Steel Piers Considering Ultralow-Cycle Fatigue Crack Propagation

Journal of Earthquake Engineering
2024 | Journal article
DOI: 10.1080/13632469.2023.2276700
EID:

2-s2.0-85176257466

Part of ISSN: 13632469
Contributors: Zhuge, H.; Du, R.; Li, S.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Elastoplastic hysteretic behavior and constitutive models of in-service structural steel considering fatigue-induced pre-damages

Construction and Building Materials
2023 | Journal article
DOI: 10.1016/j.conbuildmat.2023.131912
EID:

2-s2.0-85160526238

Part of ISSN: 09500618
Contributors: Tang, Z.; Yang, X.; Liu, Q.; Pan, Y.; Kong, L.; Zhuge, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Experimental study on mechanical properties of basalt Fiber-Clay lime mortar and application in brick masonry

Construction and Building Materials
2023 | Journal article
DOI: 10.1016/j.conbuildmat.2023.132479
EID:

2-s2.0-85165224475

Part of ISSN: 09500618
Contributors: Tang, Z.; Zhang, H.; Pan, Y.; Ke, L.; Xiang, Z.; Lai, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Experimental Study on Shear-Peeling Debonding Behavior of BFRP Sheet-to-Steel Interfaces

Polymers
2023 | Journal article
DOI: 10.3390/polym15092216
EID:

2-s2.0-85159268579

Part of ISSN: 20734360
Contributors: Xue, H.; Cao, D.; Tang, Z.; Liu, Q.; Zhu, S.; Liu, J.; Sun, C.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier
grade
Preferred source (of 3)‎

Research on Seismic Performance and Reinforcement Methods for Self-Centering Rocking Steel Bridge Piers

Applied Sciences (Switzerland)
2023 | Journal article
DOI: 10.3390/app13169108
EID:

2-s2.0-85169077669

Part of ISSN: 20763417
Contributors: Zhuge, H.; Niu, C.; Du, R.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier
grade
Preferred source (of 3)‎

Seismic safety evaluation method based on fiber-element strain for square-section steel piers

Journal of Constructional Steel Research
2023 | Journal article
DOI: 10.1016/j.jcsr.2022.107658
EID:

2-s2.0-85142911485

Part of ISSN: 0143974X
Contributors: Zhuge, H.; Tang, Z.; Zheng, X.; Song, F.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Analysis method for debonding of CFRP-to-concrete interface under mixed-mode loading,复合受力模式下CFRP混凝土界面剥离分析方法

Jianzhu Jiegou Xuebao/Journal of Building Structures
2022 | Journal article
DOI: 10.14006/j.jzjgxb.2020.0703
EID:

2-s2.0-85129466495

Part of ISSN: 10006869
Contributors: Zhang, W.; Tang, Z.; Yang, Y.; Wei, J.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Effects of pre-fatigue damages on ultimate strength of steel columns: From material to structure

Journal of Constructional Steel Research
2022 | Journal article
DOI: 10.1016/j.jcsr.2022.107358
EID:

2-s2.0-85135382786

Part of ISSN: 0143974X
Contributors: Tang, Z.; Hu, X.; Jiang, J.; Xue, H.; Zhuge, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Fiber Model Considering the Local Instability Effect and Its Application to the Seismic Analysis of Eccentrically Compressed Steel Piers

Applied Sciences (Switzerland)
2022 | Journal article
DOI: 10.3390/app12125838
EID:

2-s2.0-85132151078

Part of ISSN: 20763417
Contributors: Zhuge, H.; Zheng, X.; Song, F.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier
grade
Preferred source (of 3)‎

Mechanical Properties of Low Carbon Alloy Steel with Consideration of Prior Fatigue and Plastic Damages

Crystals
2022 | Journal article
DOI: 10.3390/cryst12070967
EID:

2-s2.0-85137377728

Part of ISSN: 20734352
Contributors: Liu, Q.; Tang, Z.; Yang, X.; He, Z.; Xue, H.; Zhuge, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier
grade
Preferred source (of 3)‎

Research on the multi-shear spring model for circular-section steel piers

Journal of Constructional Steel Research
2022 | Journal article
DOI: 10.1016/j.jcsr.2021.107041
EID:

2-s2.0-85119598301

Part of ISSN: 0143974X
Contributors: Zhuge, H.; Xie, X.; Chen, S.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Assessment of FRP-Concrete Interfacial Debonding with Coupled Mixed-Mode Cohesive Zone Model

Journal of Composites for Construction
2021 | Journal article
DOI: 10.1061/(ASCE)CC.1943-5614.0001114
EID:

2-s2.0-85099339791

Part of ISSN: 19435614 10900268
Contributors: Zhang, W.; Tang, Z.; Yang, Y.; Wei, J.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier
grade
Preferred source (of 2)‎

Experimental and numerical study of combined high and low cycle fatigue performance of low alloy steel and engineering application

Materials
2021 | Journal article
DOI: 10.3390/ma14123395
EID:

2-s2.0-85108875052

Part of ISSN: 19961944
Contributors: Tang, Z.; Chen, Z.; He, Z.; Hu, X.; Xue, H.; Zhuge, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier
grade
Preferred source (of 3)‎

Mixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading

Journal of Structural Engineering (United States)
2021 | Journal article
DOI: 10.1061/(ASCE)ST.1943-541X.0003032
EID:

2-s2.0-85102577385

Part of ISSN: 1943541X 07339445
Contributors: Zhang, W.; Tang, Z.; Yang, Y.; Wei, J.; Stanislav, P.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Numerical Modeling of Response of CFRP-Concrete Interfaces Subjected to Fatigue Loading

Journal of Composites for Construction
2021 | Journal article
DOI: 10.1061/(ASCE)CC.1943-5614.0001154
EID:

2-s2.0-85112076926

Part of ISSN: 19435614 10900268
Contributors: Zhang, W.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

PREDICTION OF ULTRALOW CYCLE FATIGUE DAMAGE OF THIN-WALLED STEEL BRIDGE PIERS

Advanced Steel Construction
2021 | Journal article
DOI: 10.18057/IJASC.2021.17.4.9
EID:

2-s2.0-85126976154

Part of ISSN: 1816112X
Contributors: Tang, Z.-Z.; Xue, H.-Y.; Liu, H.; Zhang, W.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Post-earthquake strength assessment of a steel bridge considering material strength degradation

Structure and Infrastructure Engineering
2021-03-04 | Journal article
DOI: 10.1080/15732479.2020.1750041
Contributors: ZhanZhan Tang; Wei Zhang; Jianbing Yu; Stanislav Pospíšil
Source: check_circle
Crossref
grade
Preferred source (of 2)‎

Experimental and Numerical Study on Ultimate Shear Load Carrying Capacity of Corroded RC Beams

Advances in Civil Engineering
2021-01 | Journal article
DOI: 10.1155/2021/4848483
Contributors: Zhanzhan Tang; Zhixiang He; Zheng Chen; Lingkun Chen; Hanyang Xue; Hanqing Zhuge; André Furtado
Source: check_circle
Crossref
grade
Preferred source (of 2)‎

Experimental and numerical study of mechanical properties for the double-ribbed reinforced beam-column connection

Advanced Steel Construction
2020 | Journal article
DOI: 10.18057/IJASC.2020.16.4.2
EID:

2-s2.0-85098760118

Part of ISSN: 1816112X
Contributors: Ma, H.-W.; Zheng, H.; Zhang, W.; Tang, Z.-Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Numerical Predictions of Ultralow Cycle Fatigue Damage of Fixed Steel Members

Archives of Environmental Sciences and Environmental Toxicology
2020 | Journal article
DOI: 10.29011/2688-948x.100126
Source: Self-asserted source
Zhanzhan Tang via Crossref Metadata Search

Seismic behavior of precast concrete beam-column joints with steel strand inserts under cyclic loading

Engineering Structures
2020 | Journal article
DOI: 10.1016/j.engstruct.2020.110766
EID:

2-s2.0-85084935604

Part of ISBN:

18737323 01410296
Contributors: Yu, J.; Zhang, W.; Tang, Z.; Guo, X.; Pospíšil, S.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Experimental and Numerical Study of Mechanical Behavior of Welded Steel Plate Joints

Metals
2020-09-27 | Journal article
DOI: 10.3390/met10101293
Contributors: Hongwei Ma; Hao Zheng; Wei Zhang; Zhanzhan Tang; Eric M. Lui
Source: check_circle
Crossref
grade
Preferred source (of 4)‎

Prediction of the elastoplastic in-plane buckling of parabolic steel arch bridges

Journal of Constructional Steel Research
2020-05 | Journal article
DOI: 10.1016/j.jcsr.2020.105988
Part of ISSN: 0143-974X
Source: Self-asserted source
Zhanzhan Tang
grade
Preferred source (of 2)‎

Effect of transverse earthquake action on development of seismic damage of steel arch bridges,横桥向地震作用对钢拱桥地震损伤发展的影响

Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)
2019 | Journal article
DOI: 10.3785/j.issn.1008-973X.2019.04.011
EID:

2-s2.0-85066752326
Contributors: Zhuge, H.-Q.; Xie, X.; Liao, Y.-H.; Tang, Z.-Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Fatigue crack propagation characteristics of high-tensile steel wires for bridge cables

Fatigue and Fracture of Engineering Materials and Structures
2019 | Journal article
DOI: 10.1111/ffe.12901
EID:

2-s2.0-85052466897
Contributors: Zheng, X.L.; Xie, X.; Li, X.Z.; Tang, Z.Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Lengths of Damaged Zones of Steel Piers Under Bidirectional Horizontal Earthquake Components,水平双向地震作用下钢桥墩损伤区域长度研究

Zhongguo Gonglu Xuebao/China Journal of Highway and Transport
2019 | Journal article
DOI: 10.19721/j.cnki.1001-7372.2019.08.007
EID:

2-s2.0-85066848599
Contributors: Zhuge, H.-Q.; Xie, X.; Tang, Z.-Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Residual Strength of Steel Structures After Fire Events Considering Material Damages

Arabian Journal for Science and Engineering
2019-05-04 | Journal article
DOI: 10.1007/s13369-018-03711-8
Contributors: Zhanzhan Tang; Tao Wei; Yao Ma; Lingkun Chen
Source: check_circle
Crossref
grade
Preferred source (of 2)‎

Damage characteristics of thin-walled steel arch bridges subjected to in-plane earthquake action

Journal of Constructional Steel Research
2018 | Journal article
DOI: 10.1016/j.jcsr.2018.08.036
EID:

2-s2.0-85053790782
Contributors: Xie, X.; Zhuge, H.; Tang, Z.; Wang, T.; Liao, Y.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Low cycle fatigue properties and fracture mechanism of Q345qC steel and its welded joint

Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)
2018 | Journal article
DOI: 10.3785/j.issn.1008-973X.2018.01.011
EID:

2-s2.0-85044320442
Contributors: Liao, Y.-H.; Xie, X.; Tang, Z.-Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Low-cycle fatigue behaviors of structural steel and modification of the two-surface constitutive model,钢材的低周疲劳特性及双曲面本构模型的改进

Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
2018 | Journal article
DOI: 10.11918/j.issn.0367-6234.201707026
EID:

2-s2.0-85058334816
Contributors: Tang, Z.; Chen, L.; Guo, X.; Zhuge, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Two-surface model of steel material and mechanical analysis considering the effect of fire,考虑火灾影响的钢材双曲面模型及力学分析

Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition)
2018 | Journal article
DOI: 10.13245/j.hust.180705
EID:

2-s2.0-85054989755
Contributors: Tang, Z.; Wei, T.; Chen, L.; Zhuge, H.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Effect of hysteretic constitutive models on elasto-plastic seismic performance evaluation of steel arch bridges

Earthquake and Structures
2016 | Journal article
DOI: 10.12989/eas.2016.10.5.1089
EID:

2-s2.0-84971326452
Contributors: Wang, T.; Xie, X.; Shen, C.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Residual seismic performance of steel bridges under earthquake sequence

Earthquake and Structures
2016 | Journal article
DOI: 10.12989/eas.2016.11.4.649
EID:

2-s2.0-84995467672
Contributors: Tang, Z.; Xie, X.; Wang, T.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Case study on stability performance of asymmetric steel arch bridge with inclined arch ribs

Steel and Composite Structures
2015 | Journal article
DOI: 10.12989/scs.2015.18.1.273
EID:

2-s2.0-84930798208
Contributors: Hu, X.; Xie, X.; Tang, Z.; Shen, Y.; Wu, P.; Song, L.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Modified two-surface steel hysteretic model considering complex strain history

Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)
2015 | Journal article
DOI: 10.3785/j.issn.1008-973X.2015.07.015
EID:

2-s2.0-84938688252
Contributors: Wang, T.; Xie, X.; Tang, Z.-Z.; Shen, C.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Research on seismic response and fragility of lock-up device

Advances in Civil Engineering and Building Materials IV - Selected and Peer Reviewed Papers from the 2014 4th International Conference on Civil Engineering and Building Materials, CEBM 2014
2015 | Conference paper
EID:

2-s2.0-84960084076
Contributors: Tang, Z.; Liu, J.; Xie, X.; Jin, Y.; Wang, Y.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Study on applicability of fiber model in seismic design for steel arch bridge

Zhongguo Gonglu Xuebao/China Journal of Highway and Transport
2015 | Journal article
EID:

2-s2.0-84925862037
Contributors: Xie, X.; Tang, Z.-Z.; Hu, X.-K.; Liang, Z.-Y.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Study on FE models in elasto-plastic seismic performance evaluation of steel arch bridge

Journal of Constructional Steel Research
2015 | Journal article
DOI: 10.1016/j.jcsr.2015.06.009
EID:

2-s2.0-84932618823
Contributors: Tang, Z.; Xie, X.; Wang, T.; Wang, J.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Effects of near-fault velocity pulse on the seismic response of isolated high-speed railway bridge

International Journal of Earth Sciences and Engineering
2014 | Journal article
EID:

2-s2.0-84928225218
Contributors: Wang, Y.; Tang, Z.; Jing, G.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Investigation of elasto-plastic seismic response analysis method for complex steel bridges

Earthquake and Structures
2014 | Journal article
DOI: 10.12989/eas.2014.7.3.333
EID:

2-s2.0-84907243386
Contributors: Tang, Z.; Xie, X.; Wang, Y.; Wang, J.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

Seismic fragility of cushioning high-speed railway bridges

Advances in Transportation Studies
2014 | Journal article
EID:

2-s2.0-84937721357
Contributors: Wang, Y.; Wang, T.; Tang, Z.
Source: Self-asserted source
Zhanzhan Tang via Scopus - Elsevier

The Stability Behavior of Thin-walled Steel Box Arch Bridges

The 7th International Conference on Arch Bridges
2013-10-04 | Conference paper
Source: Self-asserted source
Zhanzhan Tang

Peer review (5 reviews for 4 publications/grants)

Review activity for Journal of structural engineering. (1)
Review activity for Ocean engineering. (2)
Review activity for Steel research international (1)
Review activity for The Journal of constructional steel research. (1)
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