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

Hsiao et al., 2013 - Google Patents

Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames

Hsiao et al., 2013

View PDF
Document ID
1283320724852657627
Author
Hsiao P
Lehman D
Roeder C
Publication year
Publication venue
Earthquake engineering & structural dynamics

External Links

Snippet

Special concentrically braced frames (SCBFs) are commonly used for seismic design of buildings. Their large elastic stiffness and strength efficiently sustains the seismic demands during smaller, more frequent earthquakes. During large, infrequent earthquakes, SCBFs …
Continue reading at www.academia.edu (PDF) (other versions)

Classifications

    • 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
    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06QDATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q40/00Finance; Insurance; Tax strategies; Processing of corporate or income taxes
    • G06Q40/02Banking, e.g. interest calculation, credit approval, mortgages, home banking or on-line banking
    • G06Q40/025Credit processing or loan processing, e.g. risk analysis for mortgages

Similar Documents

Publication Publication Date Title
Hsiao et al. Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames
Lignos et al. A database in support of modeling of component deterioration for collapse prediction of steel frame structures
Kitayama et al. Probabilistic collapse resistance and residual drift assessment of buildings with fluidic self‐centering systems
Elkady et al. Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames
Ellingwood et al. Risk‐benefit‐based design decisions for low‐probability/high consequence earthquake events in Mid‐America
Raghunandan et al. Aftershock collapse vulnerability assessment of reinforced concrete frame structures
Steele et al. Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames
Han et al. Seismic risk of base isolated non-ductile reinforced concrete buildings considering uncertainties and mainshock–aftershock sequences
Shin et al. Seismic assessment of damaged piloti‐type RC building subjected to successive earthquakes
Jalayer et al. Multi‐hazard upgrade decision making for critical infrastructure based on life‐cycle cost criteria
Shokrabadi et al. Assessment of seismic risks in code conforming reinforced concrete frames
Malakoutian et al. Quantification of linked column frame seismic performance factors for use in seismic design
Burton et al. Integrating visual damage simulation, virtual inspection, and collapse capacity to evaluate post‐earthquake structural safety of buildings
Koopaee et al. Effect of ground motion selection methods on seismic collapse fragility of RC frame buildings
Maleki et al. Probabilistic seismic assessment of SMFs with drilled flange connections subjected to near-field ground motions
Mansouri et al. Seismic Fragility Estimates of LRB Base Isolated Frames Using Performance‐Based Design
Shendkar et al. Influence of Masonry Infill on Seismic Design Factors of Reinforced‐Concrete Buildings
Sadeghi et al. Probabilistic seismic analysis of steel moment-resisting frame structure including a damaged column
Kwag et al. Beneficial and Detrimental Effects of Soil‐Structure Interaction on Probabilistic Seismic Hazard and Risk of Nuclear Power Plant
Alam et al. Probabilistic seismic demand assessment accounting for finite element model class uncertainty: Application to a code‐designed URM infilled reinforced concrete frame building
Hu et al. Seismic risk assessment of steel frames equipped with steel panel wall
López-Barraza et al. Reduction of maximum and residual drifts on posttensioned steel frames with semirigid connections
de Macedo Performance-based seismic design and assessment of steel moment frame buildings
Pan et al. Modeling of a shake‐table tested retrofitted wood‐frame building subjected to subduction ground motions
Shokrgozar et al. Comparison of seismic reliability and risk assessment for special and intermediate steel moment frames