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2 Köroğlu, M. A., "USE OF DIFFERENT SHAPED STEEL SLIT DAMPERS IN BEAM TO COLUMN CONNECTIONS OF STEEL FRAMES UNDER CYCLING LOADING" The Hong Kong Institute of Steel Construction 14 (14): 251-273, 2018
3 Seyed M. Zahrai, "Tubular Web Reduced Beam Section (TW-RBS) connection, a numerical and experimental study and result comparison" 국제구조공학회 23 (23): 571-583, 2017
4 Mahdi Saadatnia, "The effect of cyclic loading on the rubber bearing with slit damper devices based on finite element method" 테크노프레스 18 (18): 215-222, 2020
5 Özkılıç, Y.O., "The Effects of Stiffener Configurations on Long Links" 2019
6 Yasin Onuralp ÖZKILIÇ, "TENSILE AND COMPRESSIVE BEHAVIORS OF THE PULTRUDED GRFP LAMINA" Turkish Journal of Engineering 4 (4): 169-175, 2020
7 Shujun Hu, "Study of an Optimum Design Method for Links" Bentham Science Publishers Ltd. 8 (8): 335-343, 2014
8 Liusheng He, "Study of a new type of steel slit shear wall with introduced out-of-plane folding" 국제구조공학회 75 (75): 229-237, 2020
9 Jixiang Xu, "Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames" Elsevier BV 180 : 106584-, 2021
10 Chegeni, B., "Rotation capacity improvement of long link beams in eccentrically braced frames" 21 (21): 516-524, 2014
1 Ceyhun AKSOYLU, "İnceltilmiş Uçlu Önüretimli Aşık Kirişlerinin Yük Taşıma Kapasitelerinin Deneysel ve Analitik Olarak İrdelenmesi" Teknik Dergi 32 (32): 2020
2 Köroğlu, M. A., "USE OF DIFFERENT SHAPED STEEL SLIT DAMPERS IN BEAM TO COLUMN CONNECTIONS OF STEEL FRAMES UNDER CYCLING LOADING" The Hong Kong Institute of Steel Construction 14 (14): 251-273, 2018
3 Seyed M. Zahrai, "Tubular Web Reduced Beam Section (TW-RBS) connection, a numerical and experimental study and result comparison" 국제구조공학회 23 (23): 571-583, 2017
4 Mahdi Saadatnia, "The effect of cyclic loading on the rubber bearing with slit damper devices based on finite element method" 테크노프레스 18 (18): 215-222, 2020
5 Özkılıç, Y.O., "The Effects of Stiffener Configurations on Long Links" 2019
6 Yasin Onuralp ÖZKILIÇ, "TENSILE AND COMPRESSIVE BEHAVIORS OF THE PULTRUDED GRFP LAMINA" Turkish Journal of Engineering 4 (4): 169-175, 2020
7 Shujun Hu, "Study of an Optimum Design Method for Links" Bentham Science Publishers Ltd. 8 (8): 335-343, 2014
8 Liusheng He, "Study of a new type of steel slit shear wall with introduced out-of-plane folding" 국제구조공학회 75 (75): 229-237, 2020
9 Jixiang Xu, "Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames" Elsevier BV 180 : 106584-, 2021
10 Chegeni, B., "Rotation capacity improvement of long link beams in eccentrically braced frames" 21 (21): 516-524, 2014
11 Mehmet Bakır Bozkurt, "Replaceable links with direct brace attachments for eccentrically braced frames" Wiley 46 (46): 2121-2139, 2017
12 M. Latour, "Removable friction dampers for low-damage steel beam-to-column joints" Elsevier BV 115 : 66-81, 2018
13 Javad Tashakori, "Reassessment of current design criteria of plastic hinges in shear links" Elsevier BV 158 : 350-365, 2019
14 Ardeshir Daneshmand, "Performance of intermediate and long links in eccentrically braced frames" Elsevier BV 70 : 167-176, 2012
15 Mojarad, M., "Optimal Stiffeners Spacing for Intermediate Link in Eccentrically Braced Frame to Increase Energy Dissipation" 1 (1): 39-44, 2017
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17 Ming Lian, "Numerical study of the seismic behavior of steel frame-tube structures with bolted web-connected replaceable shear links" 국제구조공학회 35 (35): 305-325, 2020
18 Yasin Onuralp Özkılıç, "Numerical investigation of the parameters influencing the behavior of dapped end prefabricated concrete purlins with and without CFRP strengthening" Elsevier BV 275 : 122173-, 2021
19 Özkılıç, Y.O., "MidSpliced End-Plated Replaceable Links for Eccentrically Braced Frames" 2021
20 Mehmet Bakır Bozkurt, "Low-Cycle Fatigue Testing of Shear Links and Calibration of a Damage Law" American Society of Civil Engineers (ASCE) 144 (144): 04018189-, 2018
21 Dmitry Volynkin, "Intermediate Web Stiffener Spacing Evaluation for Shear Links" American Society of Civil Engineers (ASCE) 145 (145): 04018257-, 2019
22 Sherif El-Tawil, "Inelastic Behavior and Design of Steel Panel Zones" American Society of Civil Engineers (ASCE) 125 (125): 183-193, 1999
23 Seyed M. Zahrai, "Increasing plastic hinge length using two pipes in a proposed web reduced beam section, an experimental and numerical study" 국제구조공학회 23 (23): 421-433, 2017
24 Mehdi Vajdian, "Improvement of Seismic Performance of Beam-column Connection With Replaceable Drilled Attachment Parts" Periodica Polytechnica Budapest University of Technology and Economics 2020
25 Ming Lian, "Finite element analysis for the seismic performance of steel frame-tube structures with replaceable shear links" 국제구조공학회 30 (30): 365-382, 2019
26 Aboozar Saleh, "Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams" 국제구조공학회 57 (57): 785-808, 2016
27 Apostolos A. Karalis, "Experimental investigation of existing R/C frames strengthened by high dissipation steel link elements" 테크노프레스 5 (5): 143-160, 2013
28 Emrah Madenci, "Experimental and theoretical investigation on flexure performance of pultruded GFRP composite beams with damage analyses" Elsevier BV 242 : 112162-, 2020
29 Yasin Onuralp Özkılıç, "Experimental and numerical investigations of steel fiber reinforced concrete dapped-end purlins" Elsevier BV 36 : 102119-, 2021
30 Seyyed Ali Razavi Tabatabaei, "Experimental and numerical developing of reduced length buckling-restrained braces" Elsevier BV 77 : 143-160, 2014
31 Özkılıç, Y.O., "Experimental and Numerical Studies on Replaceable Links for Eccentrically Braced Frames" Middle East Technical University 2020
32 Ali Köken, "Experimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampers" American Society of Civil Engineers (ASCE) 29 (29): 04014066-, 2015
33 Majid Mohammadi Nia, "Effects of design factors on the cyclic response of sloped RBS moment connections" Elsevier BV 207 : 110228-, 2020
34 Seyed Mehdi Zahrai, "Effect of stiffener arrangement on hysteretic behavior of link-to-column connections" 국제구조공학회 57 (57): 1051-1064, 2016
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36 Cüneyt vatansever, "Effect of bolted splice within the plastic hinge zone on beam-to-column connection behavior" 국제구조공학회 28 (28): 767-778, 2018
37 Paul W. Richards, "Effect of Flange Width-Thickness Ratio on Eccentrically Braced Frames Link Cyclic Rotation Capacity" American Society of Civil Engineers (ASCE) 131 (131): 1546-1552, 2005
38 Shih-Ho Chao, "Ductile Web Fracture Initiation in Steel Shear Links" American Society of Civil Engineers (ASCE) 132 (132): 1192-1200, 2006
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40 Mehmet Bakır Bozkurt, "Development of detachable replaceable links for eccentrically braced frames" Wiley 48 (48): 1134-1155, 2019
41 Ceyhun Aksoylu, "Damages on prefabricated concrete dapped-end purlins due to snow loads and a novel reinforcement detail" Elsevier BV 225 : 111225-, 2020
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45 Hamidreza Nazaralizadeh, "Cyclic performance of bolted end-plate RWS connection with vertical-slits" Elsevier BV 173 : 106236-, 2020
46 Taichiro Okazaki, "Cyclic loading behavior of EBF links constructed of ASTM A992 steel" Elsevier BV 63 (63): 751-765, 2007
47 Mohammad Davarpanah, "Cyclic behaviour of elliptical-shaped reduced web section connection" Elsevier BV 24 : 955-973, 2020
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51 Ahmed Elkady, "Analytical investigation of the cyclic behavior and plastic hinge formation in deep wide-flange steel beam-columns" Springer Science and Business Media LLC 13 (13): 1097-1118, 2015
52 Emrah MADENCİ, "An Investigation on Static Analysis of Pultruded GFRP Composite Beams" Academic Platform Journal of Engineering and Science 8 (8): 483-490, 2020
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54 Sina Kazemzadeh Azad, "A review of research on steel eccentrically braced frames" Elsevier BV 128 : 53-73, 2017
55 Abderrahim Labed, "A numerical investigation of the inelastic cyclic behaviour of short and long links designed according to RPA 99 provisions" Springer Science and Business Media LLC 21 (21): 217-228, 2020
56 Yasin O. Özkılıç, "A new replaceable fuse for moment resisting frames: Replaceable bolted reduced beam section connections" 국제구조공학회 35 (35): 353-370, 2020