REMARKS ON THE STATIC AND DYNAMIC IMPERFECTION SENSITIVITY OF NONSYMMETRIC STRUCTURESELISHAKOFF I.1980; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1980; VOL. 47; NO 1; PP. 111-115; BIBL. 12 REF.Article

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ON THE DYNAMIC BUCKLING OF A SIMPLE ELASTIC-PLASTIC MODELJONES N; DOS REIS HLM.1980; INT. J. SOLIDS STRUCT.; ISSN 0020-7683; USA; DA. 1980; VOL. 16; NO 11; PP. 969-989; BIBL. 26 REF.Article

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ON OPTIMAL IMPERFECT COLUMNS SUBJECTED TO LINEAR CREEP BUCKLINGWOJDANOWSKA R; ZYCZKOWSKI M.1980; J. APPL. MECH.; USA; DA. 1980; VOL. 47; NO 2; PP. 438-439; BIBL. 5 REF.Article

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DIVERGENCE BUCKLING OF A SIMPLE FRAME, SUBJECT TO A FOLLOWER FORCE. = FLAMBAGE DIVERGENT D'UNE STRUCTURE SIMPLE SOUMISE A UNE FORCE SUIVEUSE.KOUNADIS AN; GIRI J; SIMITSES GJ et al.1978; J. APPL. MECH.; USA; DA. 1978; VOL. 45; NO 2; PP. 426-428; BIBL. 6 REF.Article

OPTIMAL SHAPE OF SHALLOW CIRCULAR ARCHES AGAINST SNAP-BUCKLINGAMAZIGO JC.1978; J. APPL. MECH.; USA; DA. 1978; VOL. 45; NO 3; PP. 591-594; BIBL. 8 REF.Article

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