职称：教授
学位：博士
钢结构、组合结构、结构抗震、新型功能材料、新型韧性结构体系
国家自然科学基金 青年项目，基于SMA-高强螺栓混合系统的自复位钢与钢-砼组合节点研究，51408437，项目负责人
国家自然科学基金 面上项目，基于黏滞阻尼-SMA耦合机制的钢结构自复位机理研究，51778456，项目负责人
国家自然科学基金 面上项目，近断层强震脉冲作用下自复位钢框架的减震机制与设计对策，52078359，项目负责人
国家自然科学基金 面上项目，高强钢框架-铁基SMA耗能元协同减震机理与性态调控，52378177，项目负责人
国家自然科学基金 重点国际合作项目，低损伤钢结构体系抗震设计理论与可恢复性评估系统，51820105013，课题负责人
上海市科委“青年科技启明星”项目，低损伤钢框架在多灾害链作用下的全寿命灾变机理与可恢复机制，20QA1409400，项目负责人
上海市教委“曙光计划”项目，工程结构全生命周期灾变机理与多灾害韧性提升，项目负责人
同济大学青年百人计划，超弹性-粘滞阻尼混合抗震结构系统研究，项目负责人
上海市高峰学科项目，基于装配式建筑智能建造的智慧螺栓与连接节点，项目负责人
上海市高峰学科项目，海底双金属复合输油管悬跨涡激振动与破坏机理研究，项目负责人
上海市高峰学科项目，Fe-Mn-Si合金超低周疲劳机理与微观组织性态调控，项目负责人
工程材料与结构冲击振动四川省重点实验室开放基金，基于SMA环簧系统的自复位消能减震策略，项目负责人
国家钢结构工程技术研究中心香港分中心，SMA based Connection for earthquake resistant structures，项目负责人
山西四建集团，钢结构BIM与结构健康监测技术研发，项目合作负责人
上海市机械施工集团，中国银联业务运营中心塔楼关键节点试验研究，项目合作负责人
浙江波威建工有限公司，波威装配式钢结构住宅技术体系及关键技术研究，项目合作负责人
斯迈普电梯(中国)有限公司，冷弯薄壁型钢电梯井道结构系统应用技术研究及推广，项目合作负责人
福建省城投科技有限公司，装配式钢结构长租公寓标准化产品及关键技术研究，项目合作负责人
浙江精工工业建筑系统集团有限公司，拓扑卷边PEC结构构件关键技术研究，项目合作负责人
南京先进交通研究院，桥梁盆式智能测力支座研发与性能试验研究，项目负责人
出版专著：
1. Fang C, Wang W. 《Shape Memory Alloys for Seismic Resilience》, Springer, 2019. Print ISBN 978-981-13-7039-7, Online ISBN 978-981-13-7040-3.
2. 王伟，方成.《基于形状记忆合金的自复位抗震钢结构：材料、构件与体系》，中国建筑工业出版社，2020，ISBN 978-7-112-24126-2
出版编著：
1. Xia Y, Fang C, Sun L, Chen Y. 《Structures and Infrastructures in East Asia-Pacific Region: from Theory to Practice》, China Communications Press, 2019, ISBN 978-7-114-15296-2.
出版译著：
1. 王伟，方成.《重建克赖斯特彻奇：建筑结构体系抗震设计的转变》(Originally authored by Michel Bruneau & Greg MacRae，《RECONSTRUCTING CHRISTCHURCH: A Seismic Shift in Building Structural Systems》)”, 中国建筑工业出版社，2019，ISBN: 978-7-112-23268-0.
设计指南：
1. Fang C, Izzuddin B, Elghazouli A, Nethercot D, et al. 《Robustness of car parks against localised fire》，European Union Press, 2013, ISBN: 978-92-79-28956-9.
代表性国际期刊论文（最近更新: 2025年5月）：
1. Li, Y., Fang, C.*, He, Q., & Zhang, Z. X. (2025). Constitutive model of Fe-SMA subjected to cyclic loading at room temperature. Thin-Walled Structures, 113501.
2. Fang, C., Wang, J., Xiao, Y., Yu, K., Chen, Q., Zhang, Z., Lu, Z., & Guo, J. (2025). Superelastic nanocrystalline NiTiNb SMA cables with wide working temperature window for seismic application. Construction and Building Materials, 483, 141787.
3. Ping, B., Fang, C.*, Hu, Y., & Yu, S. (2025). Life-cycle cost assessment of conventional and self-centering steel frames in seismic zones: An extra focus on environmental impacts. Engineering Structures, 325, 119393.
4. Ping, B., Fang, C.*, Chen, J. Z., Wang, J., Osofero, A. I., & Ping, Y. (2024). Probabilistic life‐cycle environmental impact of conventional and emerging steel frames in seismic zones. Earthquake Engineering & Structural Dynamics, 53(10), 3113-3139.
5. Zhang, Z. X., Fang, C*., Yam, M. C., Chung, K. F., Zheng, Y*., & He, Q. (2024). Fe-SMA for enhancing both structural robustness and seismic resilience: A pioneering study. Engineering Structures, 321, 118990.
6. Zhang, Y., Wang, W., Huo, H., Wang, Y., & Fang, C*. (2024). Influence of corrosion on ultra-low cycle fatigue performance of steel butt-welded joints with various welding methods. Journal of Constructional Steel Research, 215, 108561.
7. Zhang, Y., Fang, C.*, Wang, W., Wu, L., & Cao, P. (2024). Influence of corrosion on seismic performance of steel beam-to-column connections. Engineering Structures, 312, 118284.
8. Dai, S., Li, C., Gu, Y., & Fang, C*. (2024). Post-fire mechanical behavior of iron-based shape memory alloy used for structural damping. Journal of Constructional Steel Research, 221, 108920.
9. Zhang, Z. X., Fang, C.*, He, Q., Li, Y., Yu, S., & Niu, H. (2024). Low-Temperature Mechanical Behavior of Fe-SMA for Structural Damping. ASCE Journal of Structural Engineering, 150(7), 04024073.
10. Yu, S., Zheng, Y., Fang, C.*, & Wang, Z. (2024). Multi-stage damping plate-restrained bearings: Concepts, experimental validation, and numerical analysis. Engineering Structures, 300, 117215.
11. Zhang, Z. X., Fang, C.*, He, Q., Shi, W., & Zhang, F. (2024). Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance. ASCE Journal of Structural Engineering, 150(4), 04024027.
12. Zhao, B., Huo, H., Ran, C., Fang, C.*, Wang, W., & Zhou, H. (2024). Flexural behavior of castellated partially encased composite (PEC) beams. Journal of Constructional Steel Research, 214, 108509.
13. Ju, S., Xiao, Y., Lin, J., Gao, L., Chen, D., Lu, Z., Fang, C., & Min, J. (2023). Direct-Current-Assisted Healing for Functional Degradation of Nanocrystalline Superelastic NiTi Shape Memory Alloys. Metallurgical and Materials Transactions A, 54(12), 4625-4633.
14. Fang C, Cao C, Xiao Y*, Zheng Y. (2023). Effect of corrosion on self-centering energy dissipative devices. Engineering Structures, 293, 116664.
15. Kumar DD, Fang C*, Zheng Y, Gao Y*. (2023). Semi-supervised transfer learning-based automatic weld defect detection and visual inspection. Engineering Structures, 292, 116580.
16. Fang C, Chen J*, Wang W*. (2023). SMA-braced steel frames influenced by temperature: Practical modelling strategy and probabilistic performance assessment. Journal of Building Engineering, 76, 107334.
17. Zhang ZX, Fang C*, He Q*, Li Y, Liao F, Ji Y. (2023). Fracture prediction of Fe-SMA under monotonic and low cycle fatigue loading. International Journal of Fatigue, 107794.
18. Fang C, Liu X*, Wang W, Zheng Y (2023). Full-scale shaking table test and numerical analysis of structural frames with SMA cable-restrained base isolation. Earthquake Engineering & Structural Dynamics, https://doi.org/10.1002/eqe.3953.
19. Fang C, Ping B, Zheng Y*, Ping Y, Ling H* (2023). Seismic fragility and loss estimation of self-centering steel braced frames under mainshock-aftershock sequences. Journal of Building Engineering, 106433.
20. Zhang Y, Fang C*, Wang W, Hou H. (2023). Cyclic plasticity and ULCF behavior of steel butt-joints considering different welding methods. International Journal of Fatigue, 107684.
21. Chen J, Wang W*, Fang C*. (2023) Risk-targeted seismic design for collapse safety of SMA-based structures considering temperature effect. Earthquake Engineering & Structural Dynamics. https://doi.org/10.1002/eqe.3858.
22. Fang C, Cao C, Zheng Y*, Wu H, Wang W, Liang D. (2023). Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs. Journal of Structural Engineering ASCE, 149(5), 04023040.
23. Fang C, Qiu C*, Wang W, Alam MS (2023). Self-Centering Structures Against Earthquakes: A Critical Review. Journal of Earthquake Engineering, 2023: 1-36. (ESI highly-cited paper)
24. Zhang ZX, Zhang J, Fang C*, Zhang Y, Li Y (2023). Emerging steel frames with Fe-SMA U-shaped dampers for enhancing seismic resilience. Journal of Infrastructure Preservation and Resilience, 4(1): 1-21.
25. Chen J, Wang W*, Fang C (2022). Seismic collapse capacity and dispersion spectra for self-centering braced frames considering uncertainty propagation. Earthquake Engineering & Structural Dynamics, 51(14), 3367-3392.
26. Fang C, Ping Y, Gao Y*, Zheng Y, Chen Y. (2022). Machine learning-aided multi-objective optimization of structures with hybrid braces–Framework and case study. Engineering Structures, 269, 114808. (Featured Paper Award)
27. Ping Y, Fang C*, Shi F*, Wu H, Yam MCH, Chen Y. (2022). Experimental and numerical studies on SMA-viscoelastic hybrid self-centering braces. Smart Materials and Structures, 31(9), 095048.
28. Fang C* (2022). SMAs for infrastructures in seismic zones: A critical review of latest trends and future needs. Journal of Building Engineering, 57: 104918. (ESI highly-cited paper)
29. Zhang Y, Fang C*, Wang W. (2022). Experimental and numerical study on cyclic behavior of corroded Q345 steel. Journal of Constructional Steel Research, 196, 107369.
30. Zhang J, Fang C*, Yam MCH, Lin C. (2022). Fe-Mn-Si alloy U-shaped dampers with extraordinary low-cycle fatigue resistance. Engineering Structures, 264, 114475.
31. Wang W, Fang C*, Ji Y, Lu Y, Yam MCH. (2022). Experimental and numerical studies on novel Fe-Mn-Si alloy dampers for enhanced low-cycle fatigue resistance. Journal of Structural Engineering ASCE, 148(11), 04022170 (Editor’s Choice Award).
32. Yang X, Gao Y, Fang C*, Zheng Y, Wang W. (2022). Deep learning-based bolt loosening detection for wind turbine towers. Structural Control and Health Monitoring, e2943.
33. Fang C, Wang W*, Qiu C, Hu S, MacRae GA, Eatherton MR. (2022). Seismic resilient steel structures: A review of research, practice, challenges and opportunities. Journal of Constructional Steel Research, 191, 107172. (ESI highly-cited paper)
34. Liu X, Wang W*, Fang C. (2022) Seismic vibration control of novel prefabricated industrial equipment suspension structures with tuned mass damper. Journal of Constructional Steel Research, 191: 107163.
35. Shu Z, Gan Z, Fang C*, MacRae G, Dong H, Xie Y. (2022). Replaceable Rotational Viscoelastic Dampers for Improving Structural Damping and Resilience of Steel Frames, Journal of Earthquake Engineering, DOI:10.1080/13632469.2021.2009058
36. Zhang R, Wang W, Fang C*, Zhang W, Zhuang L (2022). Self-centering Devices with Paralleled Friction Spring Groups: Development, Experiment and System Behavior, Journal of Earthquake Engineering, DOI: 10.1080/13632469.2021.2009059.
37. Zhang R, Wang W*, Fang C. (2022). Evaluation of a Full-Scale Friction Spring-Based Self-Centering Damper Considering Cumulative Seismic Demand. Journal of Structural Engineering ASCE, 148(3): 04021281.
38. Chen J, Wang W, Fang C*. (2022). Manufacturing, testing and simulation of novel SMA-based variable friction dampers with enhanced deformability. Journal of Building Engineering, 45:103513.
39. Fang C, Liang D, Zheng Y*, Lu S. (2022). Seismic performance of bridges with novel SMA cable-restrained high damping rubber bearings against near-fault ground motions. Earthquake Engineering & Structural Dynamics, 51(1): 44-65. (Top Downloaded Article & Top Cited Article)
40. You T, Wang W*, Fang C, Chen Y. (2022). Rapid probabilistic loss assessment of buildings based on post-earthquake structural deformation conditions. Journal of Building Engineering, 45, 103629.
41. You T, Wang W*, Zhang Y, Fang C. (2022). Multi-level breakage-triggered radio frequency identification-based deformation sensor for rapid post-earthquake loss assessment of buildings: Concept, development, and application. Structural Control and Health Monitoring, e2947.
42. Chidanandamurthy KM*, Wang W*, Fang C, Kattimani S (2021) Static, buckling, and free vibration characteristics of porous skew partially functionally graded magneto-electro-elastic plate, Mechanics Based Design of Structures and Machines, DOI: 10.1080/15397734.2021.2008257.
43. Guo Y, Fang C*, Zheng Y. (2021). Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel. Journal of Constructional Steel Research, 187: 106991.
44. Chen JB, Wang W*, Fang C. (2021). Probabilistic seismic evaluation of SMA-based self-centering braced structures considering uncertainty of regional temperature. Earthquake Engineering & Structural Dynamics, 50(13): 3357-3378.
45. Fang C, Wang W*, Ji Y, Yam, MCH (2021). Superior low-cycle fatigue performance of iron-based SMA for seismic damping application. Journal of Constructional Steel Research, 184, 106817.
46. Wang W, Fang C*, Shen D, Zhang R, Ding J, Wu H. (2021). Performance assessment of disc spring-based self-centering braces for seismic hazard mitigation. Engineering Structures, 242, 112527.
47. Fang C, Ping Y, Zheng Y*, Chen Y. (2021). Probabilistic economic seismic loss estimation of steel braced frames incorporating emerging self-centering technologies. Engineering Structures, 241, 112486.
48. Fang C, Wang W*, Shen DY. (2021). Development and experimental study of disc spring-based self-centering devices for seismic resilience. Journal of Structural Engineering ASCE, 147(7), 04021094.
49. Fang C, Wang FC*, Wang CY, Zheng Y*. (2021). Cyclic behavior of oval hollow section (OHS) beam-columns. Thin-walled Structures, 161, 107430.
50. Ping Y, Fang C*, Chen Y, Yam MCH, (2021). Seismic robustness of self-centering braced frames suffering tendon failure. Earthquake Engineering & Structural Dynamics, 50(6): 1671-1691. (Top Cited Article)
51. Zheng Y, Fang C*, Liang D, Sun R (2021). An innovative seismic-resilient bridge with shape memory alloy (SMA)-washer-based footing rocking RC piers. Journal of Intelligent Material Systems and Structures, 32(5), 549-567.
52. Fang C*, Ping Y, Chen Y, Yam MCH, Chen J, Wang W. (2020). Seismic performance of self-centering steel frames with SMA-viscoelastic hybrid braces. Journal of Earthquake Engineering, 26(10), 5004-5031.(AIE关键科学文章)
53. Chen J, Fang C*, Wang W, Liu Y. (2020). Variable-friction self-centering energy-dissipation braces (VF-SCEDBs) with NiTi SMA cables for seismic resilience. Journal of Constructional Steel Research, 175, 106318.
54. Fang C, Liang D, Zheng Y*, Yam MCH, Sun R (2020). Rocking bridge piers equipped with shape memory alloy (SMA) washer springs. Engineering Structures, 214: 110651.
55. Liang D, Zheng Y, Fang C*, Yam MCH, Zhang C. (2020). Shape memory alloy (SMA)-cable-controlled sliding bearings: development, testing, and system behavior. Smart Materials and Structures, 29(8): 085006.
56. Fang C*, Ping YW, Chen YY. (2020). Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames. Earthquake Engineering & Structural Dynamics, 49(2), 155-174.
57. Qiu C, Fang C*, Liang D, Du X, Yam MCH (2020). Behavior and application of self-centering dampers equipped with buckling-restrained SMA bars. Smart Materials and Structures, 29(3), 035009.
58. Wang W, Fang C*, Feng W, Ricles J, Sause R, Chen YY. (2020). SMA-based low-damage solution for self-centering steel and composite beam-to-column connections. Journal of Structural Engineering ASCE, 146(6): 04020092, 10.1061/(ASCE)ST.1943-541X.0002649.
59. Fang C, Zhou F*, Wu ZY, Wang F. (2020). Concrete-filled elliptical hollow section (EHS) beam-columns under seismic loading. Journal of Structural Engineering ASCE, 146(8), 04020144.
60. Yao Z, Wang W*, Fang C, Zhang Z. (2020). An experimental study on eccentrically braced beam-through steel frames with replaceable shear links. Engineering Structures, 206, 110185.
61. Fang C, Wang W*, Feng W. (2019). Experimental and numerical studies on self-centring beam-to-column connections free from frame expansion. Engineering Structures, 198, 109526.
62. Feng W, Fang C, Wang W* (2019). Behavior and design of top flange-rotated self-centering steel connections equipped with SMA ring spring dampers. Journal of Constructional Steel Research, 159, 315-329.
63. Wang W, Fang C*, Zhao Y, Sause R, Hu S, Ricles J (2019). Self‐centering friction spring dampers for seismic resilience. Earthquake Engineering & Structural Dynamics, 48(9), 1045-1065. (Top Downloaded Article)
64. Zhao B, Fang C*, Wang W, Cai Y, Zheng Y. (2019). Seismic performance of CHS X-connections under out-of-plane bending. Journal of Constructional Steel Research, 158, 591-603.
65. Fang C, Wang W*, Zhang A, Sause R, Ricles J, Chen Y. (2019). Behavior and design of self-centering energy dissipative devices equipped with superelastic SMA ring springs. Journal of Structural Engineering ASCE, 145(10): 04019109.
66. Fang C, Zheng Y*, Chen J, Yam MCH, Wang W. (2019). Superelastic NiTi SMA cables: Thermal-mechanical behavior, hysteretic modelling and seismic application. Engineering Structures, 183, 533-549.
67. Wang W, Fang C*, Zhang A, Liu X (2019). Manufacturing and performance of a novel self-centring damper with SMA ring springs for seismic resilience, Structural Control and Health Monitoring, e2337.
68. Xu JS, Fang C*, Wang W, Chen GM. (2019). Structural Design of Irregular Curved Lattice Shells in China. Proceedings of ICE - Civil Engineering, 172(5): 37–47. (Invited paper)
69. Fang C, Zhong Q, Wang W*, Hu S, Qiu C. (2018). Peak and residual responses of steel moment-resisting and braced frames under pulse-like near-fault earthquakes. Engineering Structures, 177: 579-597.
70. Fang C, Wang W*, Ricles J, Yang X, Zhong Q, Sause R, Chen Y. (2018). Application of an Innovative SMA Ring Spring System for Self-Centering Steel Frames Subject to Seismic Conditions. Journal of Structural Engineering ASCE, 144(8): 04018114.
71. Fang C, Zhou F*, Wu W (2018). Performance of Elliptical Hollow Sections under Combined Compression and Cyclic Bending. Journal of Structural Engineering ASCE, 144(8): 04018102.
72. Zhou F, Fang C*, Chen YS (2018). Experimental and numerical studies on stainless steel tubular members under axial cyclic loading. Engineering Structures 171: 72–85.
73. Fang C, Yam MCH, Chan TM, Wang W, Yang X, Lin X. (2018). A study of hybrid self-centring connections equipped with shape memory alloy washers and bolts. Engineering Structures, 164: 155-168. (HKIE 2019 Structural Excellence Award)
74. Fang C, Zhou F*, Luo CH. (2018). Cold-formed stainless steel RHSs/SHSs under combined compression and cyclic bending. Journal of Constructional Steel Research; 141: 9-22.
75. Fang C*, Yam MCH, Lam ACC Ke K (2017). Reinforcing strategies for double-coped beams against local web buckling. Engineering Structures; 152: 736-749.
76. Wang W, Fang C*, Yang X, Chen YY, Ricles J, Sause R. Innovative use of a shape memory alloy ring spring system for self-centering connections. Engineering Structures; 153; 503–515: 2017.
77. Fang C, Wang W*, He C, Chen YY (2017). Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts. Engineering Structures; 150: 390–408. (ESI highly-cited paper)
78. Zhao XZ, Fang C*, Chen YY, Zhang YD (2017). Failure behaviour of radial spherical plain bearing (RSPB) joints for civil engineering applications. Engineering Failure Analysis; 80: 416–430.
79. Lam ACC, Yam MCH, Fang C* (2017). Strength and behaviour of reinforced double-coped beams against local web buckling. Journal of Constructional Steel Research; 138: 38–50.
80. Fang C*, Yam MCH, Lam ACC, Liu YH, Chung KF (2017). Local web buckling of double-coped steel beam connections. Journal of Constructional Steel Research; 128: 166–178.
81. Wei F, Fang C*, Wu B (2017). Fire resistance of concrete-filled steel plate composite (CFSPC) walls. Fire Safety Journal; 88: 26-39.
82. Wang W, Fang C*, Liu J (2017). Self-Centering Beam-to-Column Connections with Combined Superelastic SMA Bolts and Steel Angles. Journal of Structural Engineering ASCE, 04016175.
83. Chen YY, Wei L, Fang C* (2017). Performance of Partially Encased Composite Beams Under Static and Cyclic Bending. Structures; 9: 29-40.
84. Wang W, Fang C*, Liu J (2016). Large size superelastic SMA bars: heat treatment strategy, mechanical property and seismic application. Smart Materials and Structures; 25: 075001.
85. Fang C, Zhou XY*, Osofero AI, Shu Z, Corradi M (2016). Superelastic SMA Belleville washers for seismic resisting applications: experimental study and modelling strategy. Smart Materials and Structures; 25: 105013.
86. Yam MCH, Fang C*, Lam ACC (2016). Local web buckling mechanism and practical design of double-coped beam connections. Engineering Structures; 125: 54–69.
87. Wang W, Fang C*, Chen YY, Wang MX (2016). Seismic performance of steel H-beam to SHS-column cast modular panel zone joints. Engineering Structures; 117: 145–160.
88. McCann F*, Fang C, Gardner L, Silvestre N (2016). Local buckling and ultimate strength of slender elliptical hollow sections in compression. Engineering Structures; 111:104-118.
89. Wang W, Fang C*, Qin X, Chen YY, Li L (2016). Performance of practical beam-to-SHS column connections against progressive collapse. Engineering Structures; 106: 332-347. (Top25 highly-cited paper & ES selection: most important papers this century in relation to progressive collapse and structural robustness)
90. Tong LW*, Chen YZ, Chen YY, Fang C (2016). Cyclic behaviour of beam-to-column joints with cast steel connectors. Journal of Constructional Steel Research; 116:114-130.
91. Fang C*, Yam MCH, Zhou XY, Zhang YY (2015). Post-buckling resistance of gusset plate connections: Behaviour, strength, and design considerations. Engineering Structures; 99:9-27.
92. Fang C*, Yam MCH, Ma HW, Chung KF (2015). Tests on superelastic Ni–Ti SMA bars under cyclic tension and direct-shear: towards practical recentring connections, Materials and Structures; 48(4):1013-1030.
93. Fang C*, Yam MCH, Lam ACC, Zhang YY (2015). Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices. Smart Materials and Structures; 075024.
94. Fang C*, Yam MCH, Cheng JJR, Zhang YY (2015). Compressive strength and behaviour of gusset plate connections with single-sided splice members, Journal of Constructional Steel Research; 106:166-183.
95. Lam ACC, Fang C*, Yam MCH, Wang W, Iu VP (2015). Block shear strength and design of coped beams with double bolt-line Connections. Engineering Structures; 100:293-307.
96. Wei F, Fang C*, Yam MCH, Zhang YY (2015). Fracture behaviour and design of steel tensile connections with staggered bolt arrangements, International Journal of Steel Structures, 15(4): 863–879.
97. Yam MCH, Fang C*, Lam ACC, Zhang YY (2015). Numerical study and practical design of beam-to-column connections with shape memory alloys, Journal of Constructional Steel Research; 104:177-192. (Top25 highly-cited paper)
98. Sun R*, Ochieng W, Fang C, Feng SJ (2015). A New Algorithm for Lane Level Irregular Driving Identification. Journal of Navigation; 68 (6): 1173-1194.
99. Yam MCH, Fang C*, Lam ACC, Cheng JJR (2014). Local failures of coped steel beams — A state-of-the-art review, Journal of Constructional Steel Research; 102:217-232.
100. Fang C, Yam MCH, Lam ACC, Xie LK (2014) Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts. Journal of Constructional Steel Research, 94: 122-136. (Top25 highly-cited paper)
101. Fang C, Izzuddin BA, Elghazouli AY, Nethercot DA (2013) Robustness of Multi-Storey Car Parks under Localised Fire - Towards Practical Design Recommendations. Journal of Constructional Steel Research, 90: 193-208.
102. Fang C, Lam ACC, Yam MCH, Seak KS. (2013) Block Shear Strength of Coped Beams with Single-Sided Bolted Connection. Journal of Constructional Steel Research, 86:153-166.
103. Fang C, Lam ACC, Yam MCH (2013). Influence of shear lag on ultimate tensile capacity of angles and tees. Journal of Constructional Steel Research, 84: 49-61.
104. Fang C, Izzuddin BA, Elghazouli AY, Nethercot DA (2013). Simplified Energy-Based Robustness Assessment for Steel-Composite Car Parks under Vehicle Fire. Engineering Structures, 49: 719-732.
105. Wang ZY, Fang C, Chen YL, Cheng WF (2013). A comparative study of delay time identification by vibration energy analysis in millisecond blasting. International Journal of Rock Mechanics and Mining Science, 60: 389-400.
106. Fang C*, Izzuddin BA, Elghazouli AY, Nethercot DA (2013). Modelling of Semi-rigid Beam-to-Column Steel Joints under Extreme Loading. Frontiers of Structural and Civil Engineering, 7(3): 245-263.
107. Fang C, Izzuddin BA, Obiala R, Elghazouli AY, Nethercot DA (2012). Robustness of Multi-Storey Car Parks under Vehicle Fire. Journal of Constructional Steel Research, 75: 72-84.
108. Ma RL, Jiang L, He MJ, Fang C, liang F (2012). Experimental investigations on masonry structures using external prestressing techniques for improving seismic performance. Engineering Structures, 42: 297-307.
109. Fang C, Izzuddin BA, Elghazouli AY, Nethercot DA (2011). Robustness of Steel-composite Building Structures Subject to Localised Fire. Fire Safety Journal, 46(6): 348-363. (Top25 highly-cited paper)
110. Wang KQ, Fang C*, Li GQ, Izzuddin BA. (2011) An Analytical Model for Evaluating Axial Boundary Stiffness of Steel Beam Restrained by Neighboring Floor Systems. International Journal of Steel Structures, 11(4): 457-466.
已授权发明专利：
方成；王伟；陈以一； 杨肖，基于形状记忆合金环簧组的自复位钢结构梁柱抗震节点，ZL201510566016.3
王伟；方成；杨肖；张奥 ，一种基于自复位耗能的高性能支撑构件，ZL201610596003.5
王伟；方成；冯伟康，自复位形变协调楼板节点结构，ZL201710665230.3
王伟；方成；赵亚硕，基于碳纤维碟簧的自复位梁柱抗震节点，ZL201810006967.9
王伟；张瑞斌；赵亚硕；方成，一种基于并联高强钢环簧的自复位构件，ZL201910017411.4
陈俊百；王伟；方成，两阶段性能目标自复位摩擦型耗能支撑，ZL201910087098.1
平奕炜；方成；陈以一；王伟, 一种速度相关型耗能-自复位功能集成支撑，ZL202010550984.6
方成；曹晨；梁栋；郑越，一种交错内嵌式自复位耗能缓冲限位装置，ZL202111192835.8
舒展；方成；平奕炜，一种自复位抗弯受拉型SMA黏弹性梁柱节点连接装置，ZL202111612053.5
已授权实用新型专利：
张哲熹；方成；王伟，用于监测螺栓松动的智能弹簧垫圈装置，ZL202020976617.8
方成；曹晨；梁栋；郑越，交错内嵌式自复位耗能缓冲限位装置、隔震支座、斜拉索外置式阻尼器和桥梁限位装置，ZL202122466504.0
媒体报道：https://advanceseng.com/seismic-performance-self-centering-steel-frames-sma-viscoelastic-hybrid-braces-structural-control-against-strong-earthquakes/
