Experimental research on stable ultimate bearing capacity of leaning-type arch rib systems

The stability of a leaning arch structural system was investigated experimentally in this study. Scaled models of five structural systems including a single arch, a parallel arch, and leaning arch systems with a 10, 20, and 30-degree inclined angles between the main and the stabilizing arches were c...

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Veröffentlicht in:	Journal of constructional steel research 2015-11, Vol.114, p.281-292
Hauptverfasser:	Liu, Ai-Rong, Huang, Yong-Hui, Fu, Ji-Yang, Yu, Qi-Cai, Rao, Rui
Format:	Artikel
Sprache:	eng
Schlagworte:	Arches Bearing capacity Buckling Construction Experimental research Failure Failure modes Inclined angle Leaning-type arch rib system Stability Steel construction Ultimate bearing capacity
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