A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Composite Column with Fully Concrete‐Encased H‐Section Subject to Axial Compression and Biaxial Bending
This chapter demonstrates the design of a composite column with fully concrete‐encased H‐section subject to axial compressive load and biaxial bending. The composite column consists of an H‐column section with square concrete section encasement.The verification of the considered composite column is carried out in accordance with clause 6.7.3, EN 1994‐1‐1. For long‐term loading the creep and shrinkage are taken into account in design by a reduced flexural stiffness of the composite cross‐section. The resistance of the member subjected only to axial compression can be checked by the second‐order analysis according to clause 6.7.3.5, EN 1994‐1‐1, so as to take into account member imperfections. In order to determine the resistance of the composite cross‐section to combined compression and uniaxial bending, it is necessary to produce an axial load – bending moment (N–M) interaction curve.
Composite Column with Fully Concrete‐Encased H‐Section Subject to Axial Compression and Biaxial Bending
This chapter demonstrates the design of a composite column with fully concrete‐encased H‐section subject to axial compressive load and biaxial bending. The composite column consists of an H‐column section with square concrete section encasement.The verification of the considered composite column is carried out in accordance with clause 6.7.3, EN 1994‐1‐1. For long‐term loading the creep and shrinkage are taken into account in design by a reduced flexural stiffness of the composite cross‐section. The resistance of the member subjected only to axial compression can be checked by the second‐order analysis according to clause 6.7.3.5, EN 1994‐1‐1, so as to take into account member imperfections. In order to determine the resistance of the composite cross‐section to combined compression and uniaxial bending, it is necessary to produce an axial load – bending moment (N–M) interaction curve.
Composite Column with Fully Concrete‐Encased H‐Section Subject to Axial Compression and Biaxial Bending
Dujmović, Darko (author) / Androić, Boris (author) / Lukačević, Ivan (author)
2014-12-08
56 pages
Article/Chapter (Book)
Electronic Resource
English
| British Library Online Contents | 2008