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1 Uriz P, "Towards earthquake resistant design of concentrically braced steel structures" Univ. of California 2005
2 Fujimoto M, "Structural characteristic of eccentric K-braced frames" (195) : 1972
3 Jain AK, "Static and Dynamic Hysteresis Behavior of Steel Tubular Members with Welded Gusset Plates" Dept. of Civil Engineering, Univ. of Michigan 1997
4 AISC, "Specification for Structural Steel Buildings(ANSI/AISC 360-05)"
5 Mazzolani FM, "Seismic Resistant Steel Structures" Springer-Verlag 2000
6 Lee S, "Seismic Behavior of Hollow and Concrete Filled Square Tubular Bracing Members" Univ. of Michigan, College of Engineering 1987
7 Han SW, "Seismic Behavior of HSS Bracing Members according to Width–Thickness Ratio under Symmetric Cyclic Loading" 133 (133): 264-273, 2007
8 Dicleli M, "Physical theory hysteretic model for steel braces" 134 (134): 1215-1228, 2008
9 Ikeda K, "Phenomenological Modeling of Steel Braces Under Cyclic Loading" Earthquake Engineering Research Center 1984
10 ASCE Standard, "Minimum Design Loads for Buildings and Other Structures"
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29 Ikeda K, "A refined physical theory model for predicting the seismic behavior of braced steel frames" Univ. of California, Berkeley 1984