发表期刊论文一百多篇,近五年期刊论文: [1] Alsomiri M, Liu Z, Wang T, Meng Ji. Structural concrete ductility-oriented design of UHPC T-beams: mechanical model and design recommendations [J]. Structural Concrete, 2024, 1-24. [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. ----------------------------------------------------------------------------- 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 ------------------------------------------------------------------ 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
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