Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Modelling of column base plate connections with plate stiffeners and non‐proportional loading
AbstractColumn base plate connections are used widely. Their design is currently codified by Eurocode 3, though with explicit consideration of only base plates without stiffeners and subjected to a proportional loading path. However, both new and existing steel structures might have stiffened base plates. Besides, there might be the need for analyzing the connection response for a non‐proportional loading path (e.g., increasing seismic loads and constant gravity loads). Therefore, the paper provides a contribution into the development of an analytical model for predicting the response of stiffened base plate connections subjected to a non‐proportional loading path. The paper deals with calculation of the connection rotational stiffness and moment resistance. The objective is pursued through finite element modelling and analysis. Then, the application of a proposed analytical model is shown and a comparison with the finite element analysis results is illustrated and discussed.
Modelling of column base plate connections with plate stiffeners and non‐proportional loading
AbstractColumn base plate connections are used widely. Their design is currently codified by Eurocode 3, though with explicit consideration of only base plates without stiffeners and subjected to a proportional loading path. However, both new and existing steel structures might have stiffened base plates. Besides, there might be the need for analyzing the connection response for a non‐proportional loading path (e.g., increasing seismic loads and constant gravity loads). Therefore, the paper provides a contribution into the development of an analytical model for predicting the response of stiffened base plate connections subjected to a non‐proportional loading path. The paper deals with calculation of the connection rotational stiffness and moment resistance. The objective is pursued through finite element modelling and analysis. Then, the application of a proposed analytical model is shown and a comparison with the finite element analysis results is illustrated and discussed.
Modelling of column base plate connections with plate stiffeners and non‐proportional loading
ce papers
Della Corte, Gaetano (Autor:in) / Cantisani, Gaetano (Autor:in)
ce/papers ; 6 ; 1305-1311
01.09.2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Mathematical Modelling of Column Base Plate Connections
| Online Contents | 1996
Demand on Stiffeners in Stiffened Extended End-plate Connections
| Online Contents | 2012
Demand on Stiffeners in Stiffened Extended End-Plate Connections
| SAGE Publications | 2012
Interaction Curves for Column Base-Plate Connections
| Online Contents | 1997