Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A simplified method for instability and second‐order load effects of framed structures: Story‐based approach
https://orcid.org/0000-0002-8191-9080
https://orcid.org/0000-0003-2973-940X
SummarySeveral building codes such as ANSI/AISC 360‐16 and EC3 EN 1993‐1‐1 require the use of a proper design method to consider instability and second‐order load effect problems for individual system elements and the entire structural system. Various methods are available to assess stability. All of these methods should considerP‐Δ andP‐δ effects (second‐order effects). The following calculation procedures are presented in this study: (a) a simplified method is developed forP‐Δ andP‐δanalysis in regular frames under the effect of constant axial loads to obtainstory driftsandend moments; (b) this method can be applied to an entire building or any individual story, that is, story‐based design is possible; and (c) column effective length factors are obtained for individual columns. In addition, design tables are presented.
A simplified method for instability and second‐order load effects of framed structures: Story‐based approach
https://orcid.org/0000-0002-8191-9080
https://orcid.org/0000-0003-2973-940X
SummarySeveral building codes such as ANSI/AISC 360‐16 and EC3 EN 1993‐1‐1 require the use of a proper design method to consider instability and second‐order load effect problems for individual system elements and the entire structural system. Various methods are available to assess stability. All of these methods should considerP‐Δ andP‐δ effects (second‐order effects). The following calculation procedures are presented in this study: (a) a simplified method is developed forP‐Δ andP‐δanalysis in regular frames under the effect of constant axial loads to obtainstory driftsandend moments; (b) this method can be applied to an entire building or any individual story, that is, story‐based design is possible; and (c) column effective length factors are obtained for individual columns. In addition, design tables are presented.
A simplified method for instability and second‐order load effects of framed structures: Story‐based approach
https://orcid.org/0000-0002-8191-9080
https://orcid.org/0000-0003-2973-940X
SummarySeveral building codes such as ANSI/AISC 360‐16 and EC3 EN 1993‐1‐1 require the use of a proper design method to consider instability and second‐order load effect problems for individual system elements and the entire structural system. Various methods are available to assess stability. All of these methods should considerP‐Δ andP‐δ effects (second‐order effects). The following calculation procedures are presented in this study: (a) a simplified method is developed forP‐Δ andP‐δanalysis in regular frames under the effect of constant axial loads to obtainstory driftsandend moments; (b) this method can be applied to an entire building or any individual story, that is, story‐based design is possible; and (c) column effective length factors are obtained for individual columns. In addition, design tables are presented.
A simplified method for instability and second‐order load effects of framed structures: Story‐based approach
Structural Design Tall Build
Gunaydin, Ayten (Autor:in) / Aydin, Ruhi (Autor:in)
01.09.2019
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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| British Library Conference Proceedings | 2009
The statics of framed multi-story structures
| Engineering Index Backfile | 1911
Story Stability and Minimum Bracing in RC Framed Structures: A General Approach
| Online Contents | 1995