Research on Bearing Capacity Calculation of Parabolic Steel Arch Structure under Full-Span and Half-Span Loading

The current Chinese design specification of steel arch structure lacks full of bearing performance when checking its in-plane stability under asymmetric load. In order to overcome this disadvantage, the nonlinear finite element method was used for the ultimate load analysis of parabolic steel arch s...

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Veröffentlicht in:	Applied Mechanics and Materials 2013-08, Vol.351-352, p.845-848
Hauptverfasser:	Jiang, You Bao, Xie, Ming Wu
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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