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（Last updated: Nov 2022）：

1. 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)

2. 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.

3. Fang C* (2022). SMAs for infrastructures in seismic zones: A critical review of latest trends and future needs. Journal of Building Engineering, 57: 104918.

4. 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.

5. 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.

6. 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).

7. 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.

8. 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.

9. 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.

10. 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

11. 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.

12. 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.

13. 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.

14. 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.

15. 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.

16. 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.

17. 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.

18. 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.

19. 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.

20. 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.

21. 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.

22. 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.

23. 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.

24. Fang C, Wang FC*, Wang CY, Zheng Y*. (2021). Cyclic behavior of oval hollow section (OHS) beam-columns. Thin-walled Structures, 161, 107430.

25. 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.

26. 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.

27. 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)

28. 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.

29. 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.

30. 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.

31. 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.

32. 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.

33. 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.

34. 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.

35. 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.

36. 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.

37. 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.

38. 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. (Most downloaded paper)

39. 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.

40. 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.

41. 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.

42. 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.

43. 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)

44. 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.

45. 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.

46. 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.

47. 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.

48. 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)

49. 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. 

50. Fang C*, Yam MCH, Lam ACC Ke K (2017). Reinforcing strategies for double-coped beams against local web buckling. Engineering Structures; 152: 736-749.

51. 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.

52. 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)

53. 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.

54. 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.

55. 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.

56. Wei F, Fang C*, Wu B (2017). Fire resistance of concrete-filled steel plate composite (CFSPC) walls. Fire Safety Journal; 88: 26-39.

57. 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.

58. Chen YY, Wei L, Fang C* (2017). Performance of Partially Encased Composite Beams Under Static and Cyclic Bending. Structures; 9: 29-40.  

59. 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.

60. 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.

61. Yam MCH, Fang C*, Lam ACC (2016). Local web buckling mechanism and practical design of double-coped beam connections. Engineering Structures; 125: 54–69.

62. 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.

63. 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.

64. 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)

65. 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.

66. 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. 

67. 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.

68. 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.

69. 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.

70. 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.

71. 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. 

72. 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)

73. 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. 

74. 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. 

75. 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. (ESI highly-cited paper)

76. 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. 

77. 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. 

78. 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. 

79. 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. 

80. 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. 

81. 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.

82. 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. 

83. 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. 

84. 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)

85. 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.