Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
Tremblay et al., 1997 - Google Patents
[go: Go Back, main page]

Tremblay et al., 1997 - Google Patents

Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection

Tremblay et al., 1997

View PDF
Document ID
5659818730463852974
Author
Tremblay R
Filiatrault A
Publication year
Publication venue
Canadian Journal of Civil Engineering

External Links

Snippet

The seismic behaviour of steel moment resisting frames retrofitted with a locally reduced beam section (RBS) connection is investigated. Reducing the width of beam flanges away from column faces has been proposed to eliminate the potential for brittle fractures of welded …
Continue reading at www.researchgate.net (PDF) (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, 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
    • E04H9/028Earthquake withstanding shelters
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

Similar Documents

Publication Publication Date Title
Tremblay et al. Seismic performance of steel moment resisting frames retrofitted with a locally reduced beam section connection
Balendra et al. Diagonal brace with ductile knee anchor for aseismic steel frame
Dhakal et al. Experimental study on the dynamic response of gravity-designed reinforced concrete connections
Burda Studies of seismic behavior of steel base plates
Elkady et al. Dynamic stability of deep and slender wide-flange steel columns–full scale experiments
Lopes Seismic behavior and design of the linked column steel frame system for rapid return to occupancy
Faria et al. Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical model
Cao et al. Seismic performance of glulam timber post and beam structures with and without light frame timber shear wall infill
Basha Seismic-resistant truss moment frames with ductile Vierendeel segment
Mourad et al. Dynamic response of hollow section frames with bolted moment connections
Li et al. Hysteretic behavior of post-tensioned precast segmental CFT double-column piers
Chou et al. Subassemblage test and width-thickness design limit for steel built-up box columns subjected to axial load and cyclic lateral drift
Dutta et al. Retrofit for control and repairability of damage
Torkamani et al. Dynamic behavior of steel deck tension-tied arch bridges to seismic excitation
Frapanti et al. The comparison of brick as a load and a structure with non-linear analysis of soft storey behaviour in multi-storey buildings
Kashefizadeh Cyclic Behavior of Laterally Skewed Special Moment Frame Connections: Experimental Testing and System-Level Analyses
Cantisani et al. Numerical modelling and analysis of eccentric bracing with vertical shear links
Hamid Seismic performance of beam-column joints in reinforced concrete buildings subjected to reversible vertical cyclic loading
Wijanto et al. Experimental testing and design of BRB with bolted and pinned connections
Yu et al. Collapse behaviour of sway frames with end-plate connections
Cahís et al. An inovative elasto-plastic energy dissipator for the structural and non-structural building protection
Wang et al. Seismic-resilient high-strength steel column base using stiffened replaceable cover plates: experimental and numerical study
Hadzhiyaneva et al. Behaviour of steel plate shear walls with buckling-restrained web panels
Moammer et al. Frames Considering Base Plate Flexibility
Ozcebe et al. Analysis of infilled reinforced concrete frames strengthened with FRPs