Xiao et al., 2014 - Google Patents
Seismic behavior of recycled aggregate concrete filled steel and glass fiber reinforced plastic tube columnsXiao et al., 2014
- Document ID
- 16554792458630924938
- Author
- Xiao J
- Huang Y
- Sun Z
- Publication year
- Publication venue
- Advances in Structural Engineering
External Links
Snippet
This paper presents the results of seismic tests on the recycled aggregate concrete filled steel tube (RCFS) and recycled aggregate concrete filled glass fiber reinforced plastic (GFRP) tube (RCFF) columns. The objective of this study is to evaluate the seismic behavior …
- 239000004567 concrete 0 title abstract description 71
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
- E04C5/073—Discrete reinforcing elements, e.g. fibres
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/012—Discrete reinforcing elements, e.g. fibres
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
- E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Xiao et al. | Seismic behavior of recycled aggregate concrete filled steel and glass fiber reinforced plastic tube columns | |
Elchalakani et al. | Experiments and finite element analysis of GFRP reinforced geopolymer concrete rectangular columns subjected to concentric and eccentric axial loading | |
Cai et al. | Behavior of ECC-encased CFST columns under axial compression | |
Huang et al. | Structural behaviour of steel–concrete–steel sandwich composite wall subjected to compression and end moment | |
Xiao et al. | Fatigue behavior of recycled aggregate concrete under compression and bending cyclic loadings | |
Xiao et al. | Shake-table model tests on recycled aggregate concrete frame structure. | |
Shishegaran et al. | Performance of a novel bent-up bars system not interacting with concrete | |
Su et al. | Experimental study on the seismic behavior of seawater sea sand concrete beams reinforced with steel-FRP composite bars | |
Mousavi et al. | Quasi-static cyclic tests on super-lightweight EPS concrete shear walls | |
Xu et al. | Novel prediction models for composite elastic modulus of circular recycled aggregate concrete-filled steel tubes | |
Valivonis et al. | Flexural capacity and stiffness of monolithic biaxial hollow slabs | |
Ma et al. | Cyclic loading tests and shear strength of composite joints with steel-reinforced recycled concrete columns and steel beams | |
Fang et al. | Structural performance of geopolymer-concrete-filled steel tube members subjected to compression and bending | |
Oyawa et al. | Structural response of composite concrete filled plastic tubes in compression | |
Huang et al. | Damage assessment for seismic response of recycled concrete filled steel tube columns | |
Saribas et al. | Shear-flexure interaction in RAC columns under simulated seismic actions | |
Ghatte | External steel ties and CFRP jacketing effects on seismic performance and failure mechanisms of substandard rectangular RC columns | |
Liu et al. | Hysteretic behavior and modified design of square TSRC columns with shear studs | |
Buyukkaragoz et al. | In-plane behaviour of masonry brick walls strengthened with mortar from two sides | |
Ma et al. | Numerical analysis and horizontal bearing capacity of steel reinforced recycled concrete columns | |
Pan et al. | Shear behavior of steel reinforced recycled aggregate concrete beams after exposure to elevated temperatures | |
Jin et al. | Meso-scale modelling the post-fire seismic behavior of RC short columns | |
Huang et al. | Seismic behaviour of seawater coral aggregate concrete columns reinforced with epoxy-coated bars | |
Duan et al. | Shear response of circular-in-square CFDST members: Experimental investigation and finite element analysis | |
Koçer et al. | Investigation of reinforcement corrosion effects in RC columns produced with blast furnace slag and fly ash under reversed-cyclic lateral loading tests |