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Design of CFST column-to-foundation/cap beam connections for moderate and high seismic regions
- Source :
- Engineering Structures. 122:323-337
- Publication Year :
- 2016
- Publisher :
- Elsevier BV, 2016.
-
Abstract
- Seismic design of new bridges requires strength, stiffness and stable inelastic cyclic deformation capacity. In addition, rapid construction and rapid return to service after an earthquake are desired. Recent research demonstrates that circular concrete filled steel tubes (CFSTs) satisfy these diverse requirements. CFSTs are composite elements consisting of steel tubes with concrete infill. CFST columns offer larger strength and stiffness than conventional reinforced concrete bridge piers. Under seismic loading, CFSTs undergo reversed cyclic loading, and robust connections capable of sustaining cyclic lateral load demands, while minimizing damage and degradation, are required. This research project investigates foundation and cap-beam connections for these bridge applications. Several connections have been investigated, but the embedded ring CFST connection is the focus of this work. This connection develops the full strength, stiffness and ductility of the CFST bridge pier. The connection permits accelerated bridge construction and it sustains minimal damage during large inelastic deformations during earthquake loading. Results from the experiments were used to develop practical design expressions, which are presented here, and a design example is included to facilitate the implementation of the research results into practice.
- Subjects :
- Pier
021110 strategic, defence & security studies
Engineering
business.industry
Rapid construction
Seismic loading
0211 other engineering and technologies
Foundation (engineering)
Stiffness
020101 civil engineering
02 engineering and technology
Structural engineering
0201 civil engineering
Seismic analysis
Structural load
medicine
Geotechnical engineering
medicine.symptom
business
Beam (structure)
Civil and Structural Engineering
Subjects
Details
- ISSN :
- 01410296
- Volume :
- 122
- Database :
- OpenAIRE
- Journal :
- Engineering Structures
- Accession number :
- edsair.doi...........80333b603443b6ef4141818b06065a5b