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NTIS 바로가기Structural engineering and mechanics : An international journal, v.19 no.6, 2005년, pp.679 - 705
Liu, Y. (Department of Civil Engineering, University of Waterloo) , Xu, L. (Department of Civil Engineering, University of Waterloo)
This paper presents a practical method to evaluate the effective length factors for columns in multi-storey unbraced frames based on the concept of storey-based elastic buckling by means of decomposing a multi-storey frame into a series of single-storey partially-restrained (PR) frames. The lateral ...
AISC (1989), Manual of Steel Construction: Allowable Stress Design, 9th Edition, American Institute of Steel Construction, Chicago, III
AISC (2001), Manual of Steel Constrnction: Load and Resistance Factor Design (LRFD), 3rd Edition, American Institute of Steel Construction, Chicago, III
Aristizabal-Ochoa, J.D. (1997), 'Storey stability of braced, partially braced, and unbraced frames: Classical approach,' J. Struct. Eng., ASCE, 123(6), 799-806
Bjorhovde, R. (1984), 'Effect of end restraint on column strength - Practical applications', Eng J., AISC, 21(1), 1-13
Bridge, R.Q. and Fraster, D.J. (1987), 'Improved G-factor method for evaluating effective lengths of column', J. Struct. Eng, ASCE, 113(6), 1341-1356
Chen, W.F. and Lui, E.M. (1987), Structural Stability - Theory and Implication, Elsevier Science Publishing Co., Inc., New York
Duan, L. and Chen, W.F. (1989), 'Effective length factor for columns in unbraced frames', J. Struct. Eng., ASCE, 115(1), 149-165
Julian, O.G. and Lawrence, L.S. (1959), Notes on J and L nomographs for determination of effective lengths, Unpublished Report
LeMessurier, W.J. (1977), 'A practical method of second order analysis, Part 2-rigid frame', Eng. J., AISC, 14(2), 49-67
Livesley, R.K. (1975), Matrix Methods of Structural Analysis, 2nd Ed., Pergamon Press Ltd., Headington Hill Hall, Oxford
Lui, E.M. (1992), 'A novel approach for K factor determination', Eng. J., AISC, 29(4), 150-159
Majid, K.I. (1972), Non-Linear Structures, Butterworth & Co. Ltd.
Roddis, W.M.K., Hamid, H.A. and Guo, C.Q. (1998), 'K factor for unbraced frames: Alignment chart accuracy for practical frame variations', Eng. J., AISC, 35(3), 81-93
Shanmugam, N.E. and Chen, W.F. (1995), 'An assessment of K factor formulas', Eng. J., AISC, 32(1), 3-11
Xu, L. and Liu, Y. (2002), 'Storey-based effective length factors for unbraced PR frames', Eng. J., AISC, 39(1), 13-29
Xu, L., Liu, Y. and Chen (2001), 'Stability of unbraced frames under non-proportional loading', Struct. Eng. Mech., 11(1), 1-16
Yura, J.A. (1971), 'The effective length of column in unbraced frame', Eng. J., AISC, 8(2), 37-42
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