发表期刊论文一百多篇，近五年期刊论文：
[2] Guo K, Cornejo A, Liu Z. Nonlinear behavior of existing pre-tensioned concrete beams: Experimental study and finite element modeling with the constitutive Serial-Parallel rule of mixtures [J]. Structures.67 (2024) 106990
[3] Guo K, Bairán JM, Liu Z. Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays [J].Journal of Bridge Enginering, 2024, 29(7): 04024047
[4] Wang X, Liu Z, Wang E, et al. Structural performance of hammerhead pier under eccentric loads: Strut-and-tie modeling, finite element method, and full-scale experimental study [J]. Structure and Infrastructure Engineering, 2024, Vol. 20, No. 6, 802-818
[5] Wang X, Liu Z, Tong T, Yang P. Seismic performance of precast piers connected by grouted splice sleeve with central-tenon enhancement: experimental validation and system-level fragility study [J]. Structure and Infrastructure Engineering, 2024
[6] Wang X, Liu Z, Tong T, Wu D. Bond-slip behavior of deformed rebar in grouted duct connection: Experiment, theoretical analysis and cohesive-zone element model[J]. Construction and Building Materials. 421 (2024) 135694
[7] Wang E, Liu Z, Li Z, Meng J. Nonlinear static solution of suspension bridge formulated from a surrogate model with secant stiffness of suspension cables[J]. Engineering Structures. 307 (2024) 117911.
[8] Li W, Liu Z, Freddi F. Non-smooth dynamic analysis of curved bridges considering the earthquake-induced end-pounding[J]. Engineering Structures, 289 (2023) 116320
[9] Wang E, Liu Z, He L. Analytical solutions for thermal effects of suspension bridges based on a surrogate model with longitudinal restraint stiffness [J]. Structures, 2023, 50: 723-733.
[10] Liu Z, Lei H. Graphical modeling of discontinuous stress field for RC deep beams under uniform load [J]. Structural Concrete, 2023, 1-16.
[11] Lei H, Liu Z, Alsomiri M. Bearing capacity of concentric anchorage zones in post-tensioned members: A stress field solution[J]. Structures, 2023, 50: 1368-1375.
[12] Alsomiri M, Liu Z, Abadel A A, Li M. Revision and development of material models of ultra-high performance concrete containing coarse aggregate and applications in structural-level flexural response predictions [J]. Structures, 2023, 51: 332-350.
[13] 章世祥,王序,何迈杰,周权,刘钊. UHPC圆形空心管柱轴压性能试验[J]. 中国公路学报, 2023, 36(9):134-143.
[14] 刘钊，李佳滕，林夏，谢正元，李洪涛. 悬索桥主缆锚固系统构造及设计原则[J]. 世界桥梁, 2023,51(1):23-30.
[15] Yuan S, Tong T, Liu Z, Yang P. Explicit double-phase-field formulation and implementation for bending behavior of UHPC-NC composite beams [J]. Journal of Building Engineering, 2022, 57: 104802.
[16] Yuan S, Liu Z, Tong T, Wang Y. A coupled adhesive-frictional model tailored for interfacial behaviors between UHPC and NC materials [J]. Structures, 2022, 38: 1397-1410.
[17] Yuan S, Liu Z, Tong T, Liu J. Experimental, analytical, and numerical investigation on flexural behavior of hybrid beams consisting of ultra-high performance and normal-strength concrete [J]. Engineering Structures, 2022, 268: 114725.
[18] Yuan S, Liu Z, Tong T, Fu C C. Bond behaviors between UHPC and normal-strength concrete: Experimental investigation and database construction [J]. Journal of Materials in Civil Engineering, 2022, 34(1): 04021398.
[19] Liu Z, Lei H, Tong T, Wu S, Lu G. Precast segmental piers: Testing, modeling and seismic assessment of an emulative connection based on a grouted central tenon [J]. Bulletin of Earthquake Engineering, 2022, 20(5): 2529-2564.
[20] Liu Z, Alsomiri M, Li M, Chen X, Meng J. Experimental investigation on the flexural behavior of coarse aggregate reactive powder concrete (CA-RPC) bridge deck [J]. Engineering Structures, 2022, 271: 114951.
[21] Lei H, Liu Z, Alsomiri M, Ding W. Shear strength of pretensioned concrete T-girders: A combined stress field model and experimental investigations [J]. Structure and Infrastructure Engineering, 2022: 1-14.
[22] Guo K, Liu Z, Bairán J M. Transfer matrix method for calculating the transverse load distribution of articulated slab bridges [J]. Buildings, 2022, 12: 1610.
[23] 雷海鹏，罗杰，张春雷，马骉. 30m先张预应力双T梁抗弯性能足尺模型试验研究[J]，桥梁建设，2022，52(5): 14-20
[24] 王二强，刘钊. 一座大跨径斜拉-悬索协作体系桥梁结构特色与关键技术[J]，现代交通与冶金材料，2022. 7, 2(4): 6-13
[25] Tong T, Yuan S, Wang J, Liu Z. The role of bond strength in structural behaviors of UHPC-NC composite beams: Experimental investigation and finite element modeling [J]. Composite Structures, 2021, 255: 112914.
[26] Alsomiri M, Jiang X, Liu Z.Elastic restraint effect of concrete circular columns with ultrahigh-performance concrete jackets: an analytical and experimental study [J]. Materials, 2021, 14, 3278.
[27] Yuan S, Liu Z, Tong T, Fu C C. A pilot study on structural responses of normal concrete-UHPC composite bridge decks w/wo rebars through an experimental-numerical approach [J]. Advances in Civil Engineering, 2020, 2020: 1-21.
[28] Yuan S, Liu Z, Tong T. Investigation of over-nonlocal damage and interface cohesive models for simulating structural behaviors of composite UHPC-NC members [J]. Structures, 2020, 28: 2617-2632.
[29] Tong T, Yuan S, Zhuo W, Liu Z. Experimental and numerical investigations on cyclic behaviors of precast segmental bridge piers with the hybrid of high-strength bars and unbonded prestressing tendons[J]. Advances in Structural Engineering, 2020.
[30] Tong T, Wang J, Lei H, Liu Z. UHPC jacket retrofitting of reinforced concrete bridge piers with low flexural reinforcement ratios: experimental investigation and three-dimensional finite element modeling[J]. Structure and Infrastructure Engineering, 2020.
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专著：
· 《桥梁概念设计与分析理论(上册) 》，人民交通出版社，2010
· 《地铁工程设计与施工》，人民交通出版社，2004
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参编的国家及行业技术标准：
公路钢筋混凝土及预应力混凝土桥涵设计规范(JTG 3362-2018)，人民交通出版社. 2019
公路工程混凝土结构耐久性设计规范(JTG/T 3310-2019)，人民交通出版社，2018
公路混凝土桥梁体外预应力加固技术指南(T/ CHTS 10015-2019)，人民交通出版社. 2019
