Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of end restraint upon the strength of steel columns with initial imperfections
In this study the strength of steel columns in compression with end restraints against rotation and lateral displacement is investigated. The use of the Beer-Schulz method in the investigation has lead to new conclusions in case of non-sway columns. At the same time, the Beer-Schulz method is extended to determination of the strength of sway columns.
Effect of end restraint upon the strength of steel columns with initial imperfections
In this study the strength of steel columns in compression with end restraints against rotation and lateral displacement is investigated. The use of the Beer-Schulz method in the investigation has lead to new conclusions in case of non-sway columns. At the same time, the Beer-Schulz method is extended to determination of the strength of sway columns.
Effect of end restraint upon the strength of steel columns with initial imperfections
Einfluss der Einspannung auf die Festigkeit von Stahlsaeulen mit Primaerdefekten
Nguyen Ngoc Oanh (Autor:in)
Acta Technica Academiae Scientiarium Hungaricae ; 101 ; 97-108
1988
12 Seiten, 11 Bilder, 8 Quellen
Aufsatz (Zeitschrift)
Englisch
Stability of tapered and stepped steel columns with initial imperfections
| Online Contents | 2005
EFFECT OF INITIAL IMPERFECTIONS ON THE STRENGTH OF RESTRAINED PLATES
| Online Contents | 2015
Sensitivity analysis of steel plane frames with initial imperfections
| Online Contents | 2011