American Institute of Steel Construction, AISC (2010) Seismic Provisions for Sstructural Steel Buildings. Chicago.
Roeder, C.W. and Popov, E.P. (1978) Eccentrically braced steel frames for earthquakes. ASCE Journal of Structural Division, 104(3), 391-412.
Hjelmstad, K.D. and Popov, E.P. (1983) Cyclic behavior and design of link beams. ASCE Journal of Structural Engineering, 109(10), 2387-2403.
Kasai, K. and Popov, E.P. (1986) General behavior of WF steel shear link beams. ASCE Journal of Structural Engineering, 112(2), 362-382.
Hjelmstad, K.D. and Popov, E.P. (1983) Seismic Behavior of Active Beam Link in Eccentrically Braced Frames. EERC Report No. 83-15, Berkeley: Earthquake Engineering Research Center, University of California.
Popov, E.P. and Engelhardt, M.D. (1988) Seismic eccentrically braced frames. Journal of Constructional Steel Research, 10, 321-354.
Balendra, T., Sam, M.T., Liaw, C.Y., and Lee, S.L. (1991) Preliminary studies into the behavior of knee braced frames subjected to seismic loading. Engineering Structures, 13(1), 67-74.
FEMA 356 (2000) Prestandard and Commentary for the Seismic Rehabilitation of Buildings, prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C.
ASTM (2003) Standard Test Methods and definitions for Mechanical Testing of Steel Products. A370-03a. ASTM International.
SAC Joint Venture (1997) SAC. Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Test and Other Experimental Specimens. SAC Rep. SAC/BD-97/02, Sacramento, California.