Back to Search
Start Over
Full-Scale Test of Two-Storey Composite Slim Floor under Pseudo-Dynamic and Pseudo-Static Loadings
- Source :
- Advances in Structural Engineering. 18:173-187
- Publication Year :
- 2015
- Publisher :
- SAGE Publications, 2015.
-
Abstract
- This paper presents an experimental study on a full-scale two-storey, two-bay by one-bay steel-concrete composite slim floor that was subjected to horizontal pseudo-dynamic and cyclic pseudo-static loadings. The primary objective of this test is to investigate the bearing behavior and load bearing capacity of the composite slim floor under horizontal loads. The time-history load-displacement curves, hysteretic curves, skeleton curves, structural deformation and the failure mode were obtained from the tests. The test results indicated good load bearing capacity and good ductility of the test structure and also required improvement of the construction of the beam-column connection. At the end of this paper, some suggestion on the improvement of composite beam-column connection has been proposed.
- Subjects :
- Engineering
Bearing (mechanical)
business.industry
Composite number
0211 other engineering and technologies
020101 civil engineering
02 engineering and technology
Building and Construction
Structural engineering
Pseudo static
0201 civil engineering
Connection (mathematics)
law.invention
law
021105 building & construction
Geotechnical engineering
Structural deformation
Full scale test
Ductility
business
Failure mode and effects analysis
Civil and Structural Engineering
Subjects
Details
- ISSN :
- 20484011 and 13694332
- Volume :
- 18
- Database :
- OpenAIRE
- Journal :
- Advances in Structural Engineering
- Accession number :
- edsair.doi...........4230e20387500934d78667d27b02d4fd
- Full Text :
- https://doi.org/10.1260/1369-4332.18.2.173