Türkiye Prefabrik Birliği | Sayı: 143
MAKALE BETON PREFABRİKASYON TEMMUZ 2022 ◆ SAYI : 143 23 [18] Maya LF, Zanuy C, Albajar L, Lo- pez C, Portabella J. Experimental assessment of connections for precast concrete frames using ultra high-performance fibre re- inforced concrete. Constr Build Mater 2013; 48:173–86. [19] Chang B, Hutchinson TC, Wang X, Englekirk R. Experimental Seismic Performance of Beam- Column Subassemblies Using Ductile Embeds. J Struct Eng 2013;139(9): 1555–66. [20] Nzabonimpa JD, Hong W-K, Kim J. Nonlinear finite element model for the novel mechanical beam- column joints of precast concre- te-based frames. Comput Struct 2017; 189:31–48. [21] Xu Li, Pan J, Leung CKY, Yin W. Shaking table tests on pre- cast reinforced concrete and engineered cementitious com- posite/reinforced concrete com- posite frames. Adv Struct Eng 2018;21(6):824–37. [22] Yan Q, Chen T, Xie Z. Seismic experimental study on a precast concrete beam-column conne- ction with grout sleeves. Eng Struct 2018; 155:330–44. [23] Lu Z, Huang J, Dai S, Liu J, Zhang M. Experimental study on a pre- cast beam-column joint with double grouted splice sleeves. Eng Struct 2019; 199:109589. https://doi.org/10.1016/j.engs- truct.2019.109589. [24] Hu G, Huang W, Xie H. Mecha- nical behavior of a replaceable energy dissipation device for precast concrete beam-co- lumn connections. J Constr Steel Res 2020;164: 105816. h t t ps : / / do i . o r g / 10 . 1016 / j . jcsr.2019.105816. [25] Li Z, Qi Y, Teng J. Experimental investigation of prefabricated beam-to-column steel joints for precast concrete structures under cyclic loading. Eng Stru- ct 2020; 209:110217. https:// doi.org/10.1016/j.engstru- ct.2020.110217. [26] Qi Y, Teng J, Shan Q, Ding J, Li Z, Huang C, et al. Seismic performance of a novel prefab- ricated beam-to-column steel joint considering buckling be- haviour of dampers. Eng Stru- ct 2021; 229:111591. https:// doi.org/10.1016/j. engstru- ct.2020.111591. [27] Magliulo G, Ercolino M, Cimmi- no M, Capozzi V, Manfredi G. FEM analysis of the strength of RC beam-to-column dowel con- nections under monotonic acti- ons. Constr Build Mater 2014; 69:271–84. [28] Magliulo G, Cimmino M, Er- colino M, Manfredi G. Cyclic shear tests on RC precast be- am-to-column connections retrofitted with a three-hinged steel device. Bull Earthq Eng 2017;15(9):3797–817. [29] French CW, Amu O, Tarzikhan C. Connections between Pre- cast Elements—Failure Outsi- de Connection Region. Journal of Structural Engineering-AS- CE - J STRUCT ENG-ASCE. 1989;115(2):316–40. [30] JGJ 107-2003 J. General tech- nical specification for mechani- cal splicing of bars. China Archi- tecture & Building Press. 2003; Beijing. [31] GB 50017-2017. Code for de- sign of steel structure. China Architecture & Building. 2018; Beijing. [32] GB 50011-2010. Code for seis- mic design of buildings. China Architecture & Building. 2016; Beijing. [33] GB/T 50081-2019. Standard for test methods of concrete physi- cal and mechanical properties. China Architecture & Building. 2019; Beijing. [34] GB/T 1231-2006. Specifications of high strength bolts with large hexagon head, large hexagon nuts, plain washers for steel structures. China Architecture & Building. 2006; Beijing. [35] GB/T 228-2002. Metalic mate- rials-Tensile testing at ambient temperature. China Architecture & Building. 2002; Beijing. [36] Ghayeb Haider Hamad, Razak Hashim Abdul, Sulong NH Ram- li. Development and testing of hybrid precast concrete beam- to-column connections under cyclic loading. Constr Build Ma- ter 2017; 151:258–78. [37] Chopra AK. Dynamics of Struc- tures: Theory and Applications to Earthquake Engineering. Eng- lewood Cliffs (NJ): Prentice Hall; 1995. [38] Chan Ricky WK, Albermani Faris. Experimental study of steel slit damper for passive energy dissipation. Eng Struct 2008;30(4):1058–66. [39] Zhilun X. Elasticity (Volume 1 of 2). Beijing: Higher education press; 2006. [40] Zhilun X. Elasticity (Volume 2 of 2). Beijing: Higher education press; 2016. [41] Park Young-Ji, Ang Alfredo H-S, Wen Yi Kwei. Seismic Damage Analysis of Reinforced Conc- rete Buildings. J Struct Eng 1985;111(4):740–57.
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