Evaluating a steel beam’s rigid connection to a concrete filled tubular column when submitted to dynamic load
Using prequalified connections during the structural design stage becomes increasingly necessary when developing structural en-gineering projects which include steel elements; this is so that the steel elements’ appropriate behavior can be ensured according to the structural system and seismic deman...
Main Authors: | Maritza Uribe Vallejo, Gabriel F. Valencia Clement |
---|---|
Format: | Article |
Language: | English |
Published: |
Universidad Nacional de Colombia
2009-01-01
|
Series: | Ingeniería e Investigación |
Subjects: | |
Online Access: | https://revistas.unal.edu.co/index.php/ingeinv/article/view/15139 |
Similar Items
-
Shape Effect on Structural Fire Behaviour of Axially Loaded Concrete Filled Tubular (CFT) Stub Columns
by: Dai, Xianghe, et al.
Published: (2013) -
Axial Compression Behaviour of Hybrid Double-Skin Tubular Columns Filled with Rubcrete
by: Osama Youssf, et al.
Published: (2019-06-01) -
Axial capacity of concrete filled stainless steel tubular circular columns
by: Lam, Dennis, et al.
Published: (2013) -
Theoretical model for double-skinned concrete-filledsteel-tubular columns with external confinement
by: Chun Xiao Dong, et al.
Published: (2015-05-01) -
Fire Resistance of Axially Loaded Slender Concrete Filled Steel Tubular Columns – Development of a Three-Dimensional Numerical Model and Comparison with Eurocode 4
by: A. Espinós, et al.
Published: (2009-01-01)