Issue 64

A. Abdo et alii, Frattura ed Integrità Strutturale, 64 (2023) 11-30; DOI: 10.3221/IGF-ESIS.64.02

[22] Emara, M., Mohamed, H.A., Rizk, M.S. and Hu, J.W. (2021). Behavior of ECC columns confined using steel wire mesh under axial loading. Journal of Building Engineering, 43, p.102809. DOI: 10.1016/j.jobe.2021.102809. [23] Hung, C.C. and Yen, C.H. (2021). Compressive behavior and strength model of reinforced UHPC short columns. Journal of Building Engineering, 35, p.102103. DOI: 10.1016/j.jobe.2020.102103. [24] Nguyen, D.L., Thai, D.K., Tran, N.T., Ngo, T.T. and Le, H.V. (2022). Confined compressive behaviors of high performance fiber-reinforced concrete and conventional concrete with size effect. Construction and Building Materials, 336, p.127382. DOI: 10.1016/j.conbuildmat.2022.127382. [25] Yuan, F., Pan, J., Xu, Z. and Leung, C.K.Y. (2013). A comparison of engineered cementitious composites versus normal concrete in beam-column joints under reversed cyclic loading. Materials and structures, 46(1), pp.145-159. DOI: 10.1617/s11527-012-9890-6. [26] Al-Osta, M.A., Al-Khatib, A.M., Baluch, M.H., Azad, A.K. and Rahman, M.K. (2017). Performance of hybrid beam column joint cast with high strength concrete. Earthquakes and Structures, 12(6), pp. 603-617. DOI: 10.12989/eas.2017.12.6.603. [27] Zheng, W., Wang, D. and Ju, Y. (2018). Performance of reinforced reactive powder concrete beam-column joints under cyclic loads. Advances in Civil Engineering. DOI: 10.1155/2018/3914815. [28] Said, SH and Razak, H.A. (2016). Structural behavior of RC engineered cementitious composite (ECC) exterior beam– column joints under reversed cyclic loading. Construction and Building Materials, 107, pp.226-234. DOI: 10.1016/j.conbuildmat.2016.01.001. [29] Suryanto, B., Tambusay, A., Suprobo, P., Bregoli, G. and Aitken, M.W. (2022). Seismic performance of exterior beam column joints constructed with engineered cementitious composite: Comparison with ordinary and steel fibre reinforced concrete. Engineering Structures, 250, p.113377. DOI: 10.1016/j.engstruct.2021.113377 [30] Sarmiento, P.A., Torres, B., Ruiz, D.M., Alvarado, Y.A., Gasch, I. and Machuca, A.F. (2019). Cyclic behavior of ultra high performance fiber reinforced concrete beam - column joint. Structural Concrete, 20(1), pp.348-360. DOI: 10.1002/suco.201800025. [31] Ma, F., Deng, M. and Yang, Y. (2021). Experimental study on internal precast beam–column ultra-high-performance concrete connection and shear capacity of its joint. Journal of Building Engineering, 44, p.103204. DOI: 10.1016/j.jobe.2021.103204. [32] Abusafaqa, F.R., Samaaneh, M.A. and Dwaikat, M.B. (2022). Improving ductility behavior of sway-special exterior beam column joint using ultra-high performance fiber-reinforced concrete. In Structures (Vol. 36, pp. 979-996). Elsevier. DOI: 10.1016/j.istruc.2021.12.059. [33] ECP 203-2018. Egyptian Building Code for Structural Concrete Design and Construction. Ministry of Housing, Utilities and Urban Communities, Cairo (2018). [34] http://www.sika.com, (2022), Jan.10. [35] SAP, C., 2000. V-8.2. 3.(2002). Integrated Finite Element Analysis and Design of Structures Basic Analysis Reference Manual. Computer and Structures Inc., Berkeley. California. [36] ECP No. 201. Egyptian Code of Practice for Calculation of Loads and Forces in Structural and Masonry Works. Housing and Building National Research of Egypt, Giza, Egypt, (2012). [37] ACI Committee 352R-02, (2002). Recommendations for the design of beam-column connections in monolithic reinforced concrete structures. American Concrete Institute. [38] Maison, B.F. and Speicher, M.S. (2016). Loading protocols for ASCE 41 backbone curves. Earthquake Spectra, 32(4), pp.2513-2532. DOI: 10.1193/2F010816EQS007EP. [39] Nouri, A., Saghafi, M.H. and Golafshar, A. (2019). Evaluation of beam-column joints made of HPFRCC composites to reduce transverse reinforcements. Engineering Structures, 201, p.109826. DOI: 10.1016/j.engstruct.2019.109826. [40] Park, R., (1988). Ductility evaluation from laboratory and analytical testing. In Proceedings of the 9th world conference on earthquake engineering, 8, pp. 605-616. Tokyo-Kyoto Japan.

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