[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Hoshikuma et al., 2000 - Google Patents

Flexural behavior of circular hollow columns with a single layer of reinforcement under seismic loading

Hoshikuma et al., 2000

View PDF
Document ID
11393778910040935106
Author
Hoshikuma J
Priestley M
Publication year
Publication venue
Ssrp

External Links

Snippet

Hollow sections are often used for tall bridge columns to reduce their mass, reduce seismic inertia forces, and reduce foundation forces. However, the seismic performance of hollow columns is still not fully understood although a few experimental works were conducted …
Continue reading at citeseerx.ist.psu.edu (PDF) (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02—Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/028—Earthquake withstanding shelters
    • 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
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • 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
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/26—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members prestressed
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • 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
Hoshikuma et al. Flexural behavior of circular hollow columns with a single layer of reinforcement under seismic loading
Dong et al. Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces
Alogla et al. A new mitigation scheme to resist progressive collapse of RC structures
Marson et al. Cyclic testing of concrete-filled circular steel bridge piers having encased fixed-based detail
Hadhood et al. Torsion in concrete beams reinforced with GFRP spirals
Tsonos Performance enhancement of R/C building columns and beam–column joints through shotcrete jacketing
US8997437B2 (en) Structural members with improved ductility and method for making same
O'Reilly et al. Experimental testing of a self-centring concentrically braced steel frame
Gourley et al. A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames
Restrepo et al. Seismic testing of bridge columns incorporating high-performance materials
DesRoches et al. Full-scale tests of seismic cable restrainer retrofits for simply supported bridges
Ma et al. Full-scale testing of a parking structure column retrofitted with carbon fiber reinforced composites
Usami et al. Seismic performance evaluation of steel arch bridges against major earthquakes. Part 1: Dynamic analysis approach
Berman et al. Steel plate shear walls are not plate girders
Zhou et al. Connections between RC beam and square tubed-RC column under axial compression: Experiments
Chen et al. Behavior of partially concrete encased steel beams under cyclic loading
Pan et al. Experimental evaluation of the effect of vertical connecting plates on panel zone shear stability
Du et al. Shaking table test on seismic behavior of posttensioned precast segmental Concrete-Filled double skin steel tubular piers
Bu et al. Experimental study of reinforced concrete rocking columns with steel tubes under cyclic loading
Li et al. Seismic performance of a GFRP–concrete–steel hollow section segmental column with SMA bars and replaceable ED devices
Ghaedi et al. Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers
Kaliyaperumal et al. Seismic retrofit of columns in buildings for flexure using concrete jacket
Veismoradi et al. Experimental investigation of deficient RC frames retrofitted by RSFJ-toggle bracing systems
Saiidi et al. Seismic retrofit of non-prismatic RC bridge columns with fibrous composites
Lim et al. Flexural tests of concrete-encased composite girders with high-strength steel angle