System Reliabilities of Planar Gravity Steel Frames Designed by the Inelastic Method in AISC 360-10

AbstractCurrent methods for designing steel structures, such as load and resistance factor design (LRFD) are based on safety checks of individual members derived from elastic analysis. The next generation of steel design methods will move from member-based to system-based design. Recent advances in...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 2018-03, Vol.144 (3)
Hauptverfasser:	Zhang, Hao, Liu, Haoyu, Ellingwood, Bruce R, Rasmussen, Kim J. R
Format:	Artikel
Sprache:	eng
Schlagworte:	Continuous beams Design analysis Design engineering Design specifications Elastic instability Gravitation Inelastic analysis Limit state design Load resistance Nonlinear analysis Reliability analysis Reliability aspects Resistance factors Steel frames Steel structures Structural analysis Structural engineering System reliability Technical Papers
Online-Zugang:	Volltext
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