BUCKLING STRESS AND BUCKLING LOAD OF SINGLE LAYER RETICULATED DOMES UNDER NON-UNIFORM LOADINGS

The authors presented a proportioning method for member sections of single layer reticulated domes in the previous papers based on a second-order elastic analysis. In the first part of the present paper, a method complementary to the above method is proposed based on linear buckling stress obtained...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2001/03/30, Vol.66(541), pp.121-128
Hauptverfasser:	KATO, Shiro, KIM, Jong-Min, NIHO, Yutaka
Format:	Artikel
Sprache:	jpn
Schlagworte:	buckling stress elasto-plastic buckling generalized slenderness ratio non-uniform loading proportioning method for member sections single layer reticulated dome
Online-Zugang:	Volltext
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