Arce, G. (2002). Impact of Higher Strength Steels on Local Buckling and Overstrength of Links in Eccentrically Braced Frames. University of Texas at Austin.
Bouwkamp, J., Vetr, M.G., & Ghamari, A. (2016). An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF). Case Studies in Structural Engineering, 6, 31-44.
Gad, E.F., Chandler, A.M., Duffield, C.F., & Hutchinson, G.L. (1999). Earthquake ductility and overstrength in residential structures. Structural Engineering and Mechanics: An International Journal, 8(4), 361-382.
Hjelmstad, K.D., & Popov, E.P. (1983). Cyclic behavior and design of link beams. Journal of Structural Engineering, 109(10), 2387-2403.
Hjelmstad, K.D., & Popov, E.P. (1984). Characteristics of eccentrically braced frames. Journal of Structural Engineering, 110(2), 340-353.
Kasai, K., & Popov, E.P. (1986). A Study of Seismically Resistant Eccentrically Braced Steel Frame Systems. Earthquake Engineering Research Center, College of Engineering.
Kasai, K., & Popov, E.P. (1986). General behavior of WF steel shear link beams. Journal of Structural Engineering, 112(2), 362-382.
Kim, J., & Choi, H. (2005). Response modification factors of chevron-braced frames. Engineering Structures, 27(2), 285-300.
Maheri, M.R., & Akbari, R. (2003). Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings. Engineering Structures, 25(12), 1505-1513.
Malley, J.O., & Popov, E.P. (1983). Design Considerations for Shear Links in Eccentrically Braced Frames.
Malley, J.O., & Popov, E.P. (1984). Shear links in eccentrically braced frames. Journal of Structural Engineering, 110(9), 2275-2295.
Park, R. (1989). Evaluation of ductility of structures and structural assemblages from laboratory testing. Bulletin of the New Zealand Society for Earthquake Engineering, 22(3), 155-166.
Popov, E.P., & Bertero, V.V. (1980). Seismic analysis of some steel building frames. Journal of the Engineering Mechanics Division, 106(1), 75-92.
Popov, E.P., & Engelhardt, M.D. (1988). Seismic eccentrically braced frames. Journal of Constructional Steel Research, 10, 321-354.
Popov, E.P., & Malley, J.O. (1983). Design of Links and Beam-to-Column Connections for Eccentrically Braced Steel Frames. Earthquake Engineering Research Center, University of California Berkeley.
Popov, E.P., Kasai, K., & Engelhardt, M.D. (1987). Advances in design of eccentrically braced frames. Earthquake Spectra, 3(1), 43-55.
Ricles, J.M., & Popov, E.P. (1987). Dynamic Analysis of Seismically Resistant Eccentrically Braced Frames. University of California, Earthquake Engineering Research Center.
Ricles, J.M. & Popov, E.P. (1987). Experiments on Eccentrically Braced Frames with Composite Floors. Earthquake Engineering Research Center, University of California Berkeley, CA.
Roeder, C.W., & Popov, E.P. (1978). Eccentrically braced steel frames for earthquakes. Journal of the Structural Division, 104(3), 391-412.
Rojahn, C., Whittaker, A.S., Hart, G.C., & Bertero, V.V. (1995). Structural Response Modification Factors. The Council.
Uang, C.-M. (1991). Establishing R (or R w) and C d factors for building seismic provisions. Journal of Structural Engineering, 117(1), 19-28.
Vetr, M.G., & Ghamari, A. (2019). Experimentally and analytically study on eccentrically braced frame with vertical shear links. The Structural Design of Tall and Special Buildings, 28(5), e1587