2[4]E.M. Lui,W. F. Chen, The Structural Engineer, 61B, No. 1,1983
3[6]BS5950, Structural Use of Steelwork in Building -Part1,Code of Practice for design: rolled and welded sections. 2000年
4[11]Bridge R. Q. , Clarke,M. J. ,etc. (1997), (Task Committee on Effective Length of The Strutural Engineering Institute of ASCE), Effective length and notional load approaches for assessing frame stability: Implications for American steel design. ASCE Publication
5Salem A H.Discussion of Buckling Analysis of One-story Frames. Journal of the Structural Division,ASCE,1969,95(ST5)
6Wood R H.Effective Lengths of Columns in Muti-storey Buildings.The Structursl Engineer,1974,52(7/8/9)
7Bridge R Q,Fraser D J.Improved G-factor Method for Evaluating Effective Lengths of Columns.J.Struct.Engrg.,ASCE,1986,113(6):1341-1356
8Duan L,Chen W F.Effective Length Factor for Columns in Unbraced Frames.J.Struct.Engrg,ASCE,1989,115(1):149-165
9Hellesland J,Bjorhovde R.Restraint Demand Factors and Effective Lengths of Braced Columns.J.Struct.Engrg.,ASCE,1996,122(10):1216-1224
10Hellesland J,Bjorhovde R.Improved Frame Stability Analysis with Effective Lengths.J.Struct.Engrg.,ASCE,1996,122(11):1275-1283