Mottier et al., 2019 - Google Patents

Full-scale impact tests of columns for rocking steel braced frames

Mottier et al., 2019

View PDF
Document ID
8363191231829417381
Author
Mottier P
Tremblay R
Rogers C
Publication year
Publication venue
Proceedings of the 12th Canadian Conference on Earthquake Engineering, Quebec, Canada

External Links

Snippet

The article introduces a test program that was conducted to investigate force and acceleration demands in beams and columns caused by column impacts at the base of rocking steel braced frames with self-centring capacity supplied solely by gravity loading …
Continue reading at www.caee.ca (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
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • E04B2001/2684—Connection to foundations with metal connectors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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
    • 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
    • E04H2009/026—Anti-seismic devices with hydraulic or pneumatic damping
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/08—Wrecking of buildings

Similar Documents

Publication Publication Date Title
Lu et al. Shake-table testing of a self-centering precast reinforced concrete frame with shear walls
Cui et al. Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests
Di Sarno et al. Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 L’Aquila (Italy) earthquake
Pall et al. Friction-dampers for seismic control of buildings–a Canadian experience
Chen et al. Full-scale shake table tests of the tension-only concentrically braced steel beam-through frame
Psycharis et al. Assessment of the seismic design of precast frames with pinned connections from shaking table tests
Gajan et al. Modeling of energy dissipation in structural devices and foundation soil during seismic loading
Castellano et al. Progress of application, research and development, and design guidelines for shape memory alloy devices for cultural heritage structures in Italy
Xia et al. Seismic isolation of railway bridges using a self-centering pier
Mottier et al. Shake table test of a two‐story steel building seismically retrofitted using gravity‐controlled rocking braced frame system
Li et al. Pseudo-dynamic response and analytical evaluation of blind bolted CFT frames with BRBs
Mottier et al. Full-scale impact tests of columns for rocking steel braced frames
Twigden et al. Dynamic testing of post-tensioned rocking walls
Sause et al. Large-scale experimental studies of damage-free self-centering concentrically-braced frame under seismic loading
Mottiera et al. CHAPITRE 5 ARTICLE II: FULL-SCALE TESTING OF COLUMN IMPACT AND ITS EFFECTS FOR ROCKING STEEL BRACED FRAMES
Wang et al. Full-scale cyclic testing of self-centering modular panels for seismic resilient structures
Mottier et al. Shake table test of a half-scale 2-storey steel building seismically retrofitted using rocking braced frame system
Yavari et al. Experimental study on dynamic behavior of multi-story reinforced concrete frames with non-seismic detailing
Zheng et al. Elasto-plastic seismic response of RC continuous bridge with foundation-pier dynamic interaction
Simsir et al. Influence of diaphragm flexibility on the out-of-plane response of unreinforced masonry bearing walls
Kabeyasawa et al. Plan of 3-D dynamic collapse tests on three-story reinforced concrete buildings with flexible foundation
Elgawady et al. Dynamic versus static cyclic tests of masonry walls before and after retrofitting with GFRP
Goggins et al. EXPERIMENTAL TESTING OF A NOVEL SELF-CENTRING STEEL BRACED FRAME ON THE SHAKE TABLE IN DYNLAB-IZIIS
Koutras et al. Shake-table tests of partially grouted reinforced masonry buildings
Mottiera et al. CHAPITRE 4 ARTICLE I: SHAKE TABLE TEST OF A 2-STOREY STEEL BUILDING SEISMICALLY RETROFITTED USING GRAVITY-CONTROLLED ROCKING BRACED FRAME SYSTEM