1[1]Kim S. E. and Chen W. F. Practical advanced analysis for braced steel frame design. J. Struct. Engrg. , ASCE, 122(11),1996,1266-1274
2[2]Kim S. E. and Chen W. F. Practical advanced analysis for unbraced steel frame design. J. Struct. Engrg. , ASCE, 122(11) ,1996,1259-1265
3[3]Landesmann A. and Batista E. Advanced analysis of frame steel structures: towards application as a current design tool.Proceedings, 2002 Annual Stability Conference SSRC, 551-570
4[4]Buonopane S. G. , et al. Reliability considerations for steel frames designed with advanced analysis: Proceedings, 2003Annual Technical Session. SSRC, 299-318
5[5]Deierlein G. G. ,et al. Proposed new provisions for frame stability using second-order analysis. Proceedings,2002 Annual Stability Conference SSRC, 1-20
6[6]Clarke M.J. and Bridge RQ. Application of the notional load approach to the design of multistory steel frames. Proceed ings, 1995 Annual Technical Session SSRC, 191-211
7[7]ASCE Task Committee. Effective length and notional load ap proaches for assessing frame stability: Implications for American steel design. New York,1997
8[8]DeLuca A,and De Stefano M. Proposal for introduction of equivalent frame imperfections into Eurocode 3 provisions.Proceedings, 1994 Annual Technical Session SSRC,457-466
9[11]Bridge R.Q. and Fraser O.J. Improved G-factor method for evaluating effective lengths of columns. J. Struct. Engrg. ,ASCE,113(6) ,1987,1341-1356
10[15]Aristizabal-Ochoa J. D. Story Stability of braced,partially braced and unbraced frames: classical approach. J. Struct.Engrg. ,ASCE,123(6). 1997,799-807
