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TECHNICAL PAPER



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               H. (2000). “Ductile Engineered Cementitious Composite   precast post-tensioned segmental concrete columns with
               elements for seismic structural application”. In CD    ECC”. In Proceedings of the JCI international workshop
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           79.  Yuan, F., Pan, J., Dong, L., and Leung, C. K. Y. (2014).   Takayama, Japan, 279-288.
               “Mechanical behaviors of steel reinforced ECC or ECC/  91.  Kesner, K. E., and Billington, S. L. (2003). “Experimental
               concrete composite beams under reversed cyclic loading”.   response of precast infill connections and panels made
               Journal of Materials in Civil Engineering, 26(8), 04014047.   with DFRCC”. Journal of Advanced Concrete Technology,
           80.  Canbolat, B. A., Parra-Montesinos, G. J., and Wight, J.   1(3), 327-333.
               K. (2005). “Experimental Study on Seismic behavior of   92.  Kesner, K. E., and Billington, S. L. (2006). “HPFRCC Infill
               High- Performance Fiber-Reinforced Cement Composite    panels under cyclic loading: experiments & numerical
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           81.  Frank, T. E., Lepech, M. D., and Billington, S. L. (2016). “A   Workshop on High Performance Fiber Reinforced
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               In 9th International Conference on Fracture Mechanics
               of Concrete and Concrete Structures (FraMCoS-9),   93.  Kunieda, M., Ueda, N., Nakamura, H., and Tamakoshi, T.
               International Association of Fracture Mechanics for    (2013). “Cyclic response of damaged members repaired
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               Concrete and Concrete Structures Berkeley, CA, 1-12.   by different types of SHCCs”. In Proceedings of the VIII
                                                                      International Conference on Fracture of Concrete and
           82.  Yuan, F., Pan, J., Xu, Z., and Leung, C. K. Y. (2013). “A   Concrete Structures FraMCoS-8, Toledo, Spain.
               comparison of engineered cementitious composites versus
               normal concrete in beam-column joints under reversed   94.  Shing, P. B., Koutromanos, I., and Stavridis, A. (2013).
               cyclic loading”. Materials and Structures, 46, 145–159.  “Seismic performance of masonry-infilled RC frames with
                                                                      and without retrofit”. Journal of Earthquake and Tsunami.,
           83.  Said, S. H., and Razak, H. A. (2016). “Structural behavior
               of RC engineered cementitious composite (ECC) exterior   7(3), 1350023.
               beam–column joints under reversed cyclic loading”.   95.  Nagai, S., Kaneko, T., Kanda, T., and Maruta, M. (2004).
               Construction and Building Materials, 107, 226–234.     “Structural capacity of reinforced PVA-ECC dampers”. In
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           84.  Hosseini, F., Gencturk, B., and Pour, S. L. (2018). “Seismic   6  International RILEM Symposium on Fiber Reinforced
               behavior of 3D ECC beam column joints in special moment   Concretes, Varenna, Italy, 1227-1236.
               resisting framse”. In Eleventh U.S. National Conference on   96.  Fukuyama, H. (2006). “Application of High Performance
               Earthquake Engineering Integrating Science, Engineering   Fiber Reinforced Cementitious Composites for damage
               & Policy, Los Angeles, California, 25-29.
                                                                      mitigation of building structures case study on damage
           85.  Wu, C., Pan, Z., Kim, K. S., and Meng, S. (2017).     mitigation of RC buildings with soft story”. Journal of
               “Theoretical and experimental study of effective shear   Advanced Concrete Technology, 4(1), 35-44.
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               of Concrete Structures and Materials, 11(4), 585–597.  97.  Onizuka, Y., Sako, N., and Kanakubo, T. (2008). “Study on
                                                                      structural performance of precast concrete balcony with
           86.  Cai, J., Pan, J., Su, H., and Lu, C. (2018). “Experimental   HPFRCC”. The 14  World Conference on Earthquake
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               study on the hysteretic behavior of ECC-encased CFST   Engineering, Beijing, China.
               columns”. Engineering Structures, 173, 107–121.
                                                                  98.  Gencturk, B., Elnashai, A. S., Lepech, M. D., and Billington,
           87.  Zhang, Y., Deng, M., and Dong, Z. (2019). “Seismic    S. (2013). “Behavior of Concrete and ECC structures under
               response and shear mechanism of engineered
               cementitious composite (ECC) short columns”.           simulated earthquake motion”. Journal of Structural
               Engineering Structures, 192, 296–304.                  Engineering, 139(3), 389-399.
           88.  Xu, L., Pan, J., and Cai, J. (2016). “Seismic behavior of   99.  Liang, X., and Lu, T. (2017). “Seismic evaluation of
               steel reinforced ECC or ECC/Concrete composite short   engineered cementitious composites beam-column-slab
               columns”. In 9th international conference on fracture   subassemblies with various column-to-beam flexural
               mechanics of concrete and concrete structures, Berkeley,   strength”. Structural Concrete, 19(3), 735-746.
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                                                                  100.  Lee, S. W., Tan, K. H., and Yang, E. H. (2018). “Seismic
           89.  Deng, M., and Zhang, Y. (2018). “Seismic performance of   behavior of interior reinforced concrete beam–column sub-
               High-Ductile Fiber-Reinforced Concrete short columns”.   assemblages with engineered cementitious composites”.
               Advances in Civil Engineering, 2018, 3542496.          Magazine of Concrete Research, 70(24), 1280–1296.


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