1 "The design and behavior of beam-columns in unbraced steel frames University of Texas" 1977
2 "Stability design of steelframes" CRC Press 1991
3 "Simplified second-order inelastic analysis for stel frames" 395-399, 1991
4 "Simple equations for efective lengthfactors" 29 : 1-15, 1992
5 "Serviceability guidelines for steel152 Se-Hyu Choi and Seung-Eock Kimstructures" 1-8, 1989
6 "Practical aplication of advanced analysis in steeldesign" Steel Structure 1 : 19-126, 1995
7 "Practical advancedanalysis for unbraced steel frame design" 12 (12): 1259-1265, 196b
8 "Practical advancedanalysis for braced steel frame design" 122 (122): 126-1274, 1996a
9 "Optimal design of steelframe using practical nonlinear inelastic analysis" 24 (24): 189-1201, 2002
10 "Optimal design of dynamically constrainted structures" 62 : 141-149, 1997
1 "The design and behavior of beam-columns in unbraced steel frames University of Texas" 1977
2 "Stability design of steelframes" CRC Press 1991
3 "Simplified second-order inelastic analysis for stel frames" 395-399, 1991
4 "Simple equations for efective lengthfactors" 29 : 1-15, 1992
5 "Serviceability guidelines for steel152 Se-Hyu Choi and Seung-Eock Kimstructures" 1-8, 1989
6 "Practical aplication of advanced analysis in steeldesign" Steel Structure 1 : 19-126, 1995
7 "Practical advancedanalysis for unbraced steel frame design" 12 (12): 1259-1265, 196b
8 "Practical advancedanalysis for braced steel frame design" 122 (122): 126-1274, 1996a
9 "Optimal design of steelframe using practical nonlinear inelastic analysis" 24 (24): 189-1201, 2002
10 "Optimal design of dynamically constrainted structures" 62 : 141-149, 1997
11 "Nonlinear static analysis of three-dimensional stel frames" Cornel University 1982
12 "Nonlinear refinedplastic hinge analysis of space frame structures Department of Civil Engineering National University of Singapore" Department of Civil Engineering (CE027/98) : 1998
13 "Nonlinear inelastic optimal design using genetic algorithm" 23-5A : 841-850, 2003
14 "Moment-rotation relationsof semi-rigid connections with angles" 116 (116): 1813-1834, 190
15 "Least weight design of 2-D and 3-Dgeometricaly nonlinear framed structures using a geneticalgorithm" The University of Memphis 1997
16 "Journal of Struct.l Eng." 105-19, 1989
17 "Inelastic nonlinearanalysis of 3-D steel frames Proceeding of 1stInternational Conference on Structural Stability and Dynamics" 20 : 691-695, 200
18 "Genetic algorithm inoptimization problem with discrete and integer designvariables" 309-327, 1992
19 "Design of nonlinear framed structures using genetic optimization" 126 (126): 382-388, 2000
20 "Computer programfor large deflection elasto-plastic analysis of semi-rigidstel frameworks" 72 : 699-711,
21 "American Institute of Stel Construction" 1 and 2 illi (1 and 2 illi):
22 "Advanced analysis of steelframes" CRC Press 1994
23 "Advanced analysis for frame design School of Civil Engineering" PurdueUniversity 392-, 1992
24 "Ad Hoc Comite on Serviceability" 2646-2664, 1986
25 "A collection of experimentalmoment-rotation Curves and evaluation of predictionequations for semi-rigid connections" Vanderbilt University 1983
26 "A Computer ProgramDistributed by NISE/Computer Applications" -110, 1993