|| Sahmaran, M., Lachemi, M., Hossain, K.M.A. and Li, V.C., Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking. Cement and Concrete Research, 2009. 39(10): p. 893-901.|
 Rokugo, K., Kanda, T. and Yokota, H., Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks(HPFRCC). Materiasl and Structures, 2008. 82(9): p. 1197-1208.
 Mindess, S. and Young, J.F., Concrete. Prentics-Hall, Inc., Englewood Cliffs, New Jersey, 2002.
 Bentz DP, Jensen OM. Mitigation strategies for autogenous shrinkage cracking. Cement Concrete Composite 2004. 26(6): p.667-685.
 Jensen OM, Hansen PF. Influence of temperature on autogenous deformation and relative humidity change in hardening cement paste. Cement Concrete Research 1999. 29(4): p.567-575.
 Jensen OM, Hansen PF. Autogenous deformation and RH-change inperspective. Cement Concrete Research 2001. 31(12): p1859-1865.
 Jiang Z, Sun Z, Wang P. Autogenous relative humidity change and autogenous shrinkage of high-performance cement pastes. Cement Concrete Research 2005. 35(8): p.1539-1545.
 Neville, A.M., Properties of Concrete. 3rd Edition，Pitman Publishing Limited，1981 .
 Li, M., and Li, V.C., Behavior of ECC/Concrete layer repair system under drying shrinkage conditions. Proceedings of ConMat 5, 2006. : p.22-24.
 石正義、林文祺，建築物龜裂防範與對策. 詹氏書局，台北，1993。
 廖肇昌、黃兆龍，混凝土問題原因及診治. 民全書局有限公司，台北，1987。
 Özbay, E., Karahan, O., Lachemi, M., Hossain, K. M. A., and Atis, C. Duran, Investigation of Properties of Engineered Cementitious Composites Incorporating High Volumes of Fly Ash and Metakaolin. ACI Materials Journal, 2012. 109(5).
 Nath, P. and Sarker, P.K., Effect of mixture proportions on the drying shrinkage and permeation properties of high strength concrete containing class F fly ash. KSCE Journal of Civil Engineering, 2013. 17(6): p. 1437-1445.
 Jiang, L.H. and Malhotra, V.M., Reduction of water demand of non-air-entrained concrete incorporating large volumes of fly ash. Cement and Concrete Research, 2000. 30(11): p. 1785-1789.
 Naaman, A.E. and Reinhardt, H.W., Characterization of high performance fiber reinforced cement composites-HPFRCC, high performance fiber reinforced cement composites 2. In Proceedings of the 2nd International Workshop. Ann Arbor, Mich, USA. 1995.
 Fischer, G and Li, V. C. Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions. ACI Structural Journal, 2002. 99(6): p. 781-790.
 Canbolat, B.A., Parra-Montesinos, G.J. and Wight, J.K. Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams. ACI Structural Journal, 2005. 102(1): p. 159-166.
 Kobayashi, K and Rokugo, K. Mechanical performance of corroded RC member repaired by HPFRCC patching. Constructionand Building Materials, 2013. 39: p. 139-147.
 Zhang, Y.X., Ueda,N., Umeda, Y., Nakamura, H. and Kunieda, M. Evaluation of shear failure of strain hardening cementitious composite beams. The Proceedings of the 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12’11), 2011. 14: p. 2048-2057.
 Hung, C.C., Tseng, B.T., You, W.G., and Huang, J.L. Effectiveness of using high performance fiber reinforced concrete in coupled structural walls for improving seismic performance. Structural Engineering, Chinese Society of Structural Engineering, 2011. 26(4): p. 3-16.
 Kim, S.W. and Yun, H.D. Crack-damage mitigation and flexural behavior of flexure-dominant reinforced concrete beams repaired with strain-hardening cement-based composite. Composites Part B, 2011. 42(4): p. 645-656.
 Hung, C.C. and Chueh, C.Y. Cyclic behavior of UHPFRC flexural members reinforced with high-strength steel rebar. Engineering Structures, 2016. 122: p. 108-120.
 Zhang, J., Gong, C., Guo, Z. and Zhang, Ｍ. Engineered cementitious composite with characteristic of low drying shrinkage. Cement and Concrete Research, 2009. 39(4): p. 303-312.
 Wang, J.Y., Banthia, N. and Zhang, M.H. Effect of shrinkage reducing admixture on flexural behaviors of fiber reinforced cementitious composites. Cement and Concrete Composites, 2012. 34(4): p. 443-450.
 Cheung, A.K.F. and Leung, C.K.Y. Shrinkage reduction of high strength fiber reinforced cementitious composites (HSFRCC) with various water-to-binder ratios. Cement and Concrete Composites, 2011. 33(6): p. 661-667.
 Lepech, M. and Li, V. C. Durability and long term performance of engineered cementitious composites. In Proceedings of the International Workshop on HPFRCC in Structural Applications, 2006. p. 23-26.
 Lee, Y.H. and Yun, H.D. Effects of expansive admixture on the mechanical properties of strain-hardening cement composite (SHCC). Journal of the Korea Concrete Institute, 2010. 22(5): p. 617-624.
 Mao, X., Zhao, T.J. and Zhang P., Optimization of shrinkage and crack resistance performance of Engineered Cementitious Composites (ECC). Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on. p. 534-538.
 陳建奎，混凝土外加劑的原理與應用. 中國計劃出版社，北京，1997。
 Nagataki, S. and Gomi, H., Expansive admixtures (mainly ettringite). Cement and Concrete Composites, 1998. 20(3): p.163-170.
 馮浩、朱清江，混凝土外加劑工程應用手冊. 中國建築工藝出版社，北京，1999。
 Choi, W.C. and Yun, H.D., Effect of Expansive Admixtures on the Shrinkage and Mechanical Properties of High-Performance Fiber-Reinforced Cement Composites. The Scientific World Journal, 2013. Article ID 418734.
 Zhu, Y., Yang, Y., and Yao, Y., Use of slag to improve mechanical properties of engineered cementitious composites (ECCs) with high volumes of fly ash. Construction and building materials, 2012. 36: p.1076-1081.
 Jiang, L. H. and Malhotra, V. M., Reduction of water demand of non-air-entrained concrete incorporating large volumes of fly ash. Cement and Concrete Research, 2000. 30(11)：p. 1785-1789.