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2. Effective lengths of columns in multi-storey buildings. Part 2: Effective lengths of multiple columns in tall buildings with sidesway;Wood;Struct Eng,1974
3. Effective lengths of columns in multi-storey buildings. Part 3: Features which increase the stiffness of tall frames against sway collapse, and recommendations for designers;Wood;Struct Eng,1974
4. Exact shape functions of imperfect beam element for stability analysis;Adman;Adv Eng Softw,2007
5. Contribution analytique et numérique à l’étude du flambement dans les ossatures à nœuds semi rigides;Adman,2009