An approximate method for lateral stability analysis of wall-frame buildings including shear deformations of walls
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s12046-010-0008-y.pdf
Reference24 articles.
1. Aristizabal-Ochoa J D 1997 Story stability of braced, partially braced and unbraced frames; Classical approach. ASCE J. Structural Eng. 123(6): 799–807
2. Aristizabal-Ochoa J D 2002 Classic buckling of three-dimensional multi-column systems under gravity loads. ASCE J. Eng. Mechanics 128(6): 613–624
3. Aristizabal-Ochoa J D 2003 Elastic stability and second-order analysis of three dimensional frames: Effects of column orientation. ASCE J. Eng. Mechanics 129(11): 1254–1267
4. Gengshu T, Pi Y L, Bradford A, Tin-Loi F 2008 Buckling and second order effects in dual shear-flexural systems. ASCE J. Struct. Eng. 134(11): 1726–1732
5. Girgin K, Ozmen G, Orakdogen E 2006 Buckling lengths of irregular frame columns. J. Constructional Steel Res. 62: 605–613
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