Selection procedure of seismic-load reduction factor K1 at a given level of ductility factor [PDF]
At the present time for providing earthquake resistance of buildings and structures, the multilevel design approach is applied. According to this approach seismic loads corresponding to the level of the maximum design earthquake must be perceived by ...
E. Simbort
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Energy Dissipation and Local, Story, and Global Ductility Reduction Factors in Steel Frames under Vibrations Produced by Earthquakes [PDF]
Ductility plays a central role in seismic analysis and design of steel buildings. A numerical investigation regarding the evaluation of energy dissipation, ductility, and ductility reduction factors for local, story, and global structural levels is ...
Alfredo Reyes-Salazar +4 more
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Evaluation of response reduction factor and ductility factorfor RC braced frame [PDF]
Response reduction factor is the factor by which the actual base shear force should be reduced, to obtain the design lateral force during design basic earthquake (DBE) shaking. The response reduction factor (R) is basically depends on Over strength (Rs),
Kruti Tamboli, Jignesh A Amin
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BEHAVIOR FACTOR OF STEEL DUAL FRAMES WITH LARGE- SCALED CONCENTRICALLY BRACING SYSTEMS [PDF]
In this paper, the seismic behavior of steel dual frames with large-scaled concentrically bracings have been evaluated at special ductility level, and then the ductility reduction factor and the over-strength reduction factor for this type of structural ...
غلامرضا Abdollahzadeh +1 more
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The Effect of Spandrel Beam's Specification on Response Modification Factor of Concrete Coupled Shear Walls [PDF]
Response modification factor (R factor) is one of the seismic design parameters to be considered in evaluating the performance of buildings during strong motions. This paper has tried to evaluate the response modification factor of concrete coupled shear
Mussa Mahmoudi +2 more
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In this work, reliability-based ductility reduction factors surfaces are obtained through uniform annual failure rate (UAFR) spectra. For this aim, several nonlinear single degree of freedom (SDOF) systems that include various hysteretic behavior models,
Edén Bojórquez +3 more
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Ductility and Strength Reduction Factors for Degrading Structures Considering Cumulative Damage [PDF]
The effect of cumulative damage on the strength requirements of degrading structures is assessed through the evaluation of the target ductility and corresponding strength reduction factors of simple degrading structures. While the reduction on ductility is established through the use of Park and Ang index, the suggestions given by Bojórquez and Rivera ...
Edén Bojórquez +3 more
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Response Modification Factor of Coupled Steel Shear Walls [PDF]
The present research is concerned with the determination of ductility, over-strength and response modification factors of coupled steel shear wall frames.
gholamreza abdollahzadeh +1 more
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Ductility Evaluation of inverted V-bracing and concentrically bracing systems [PDF]
The current design philosophy for buildings located in zones with high seismic risks is that the buildings must have sufficient strength and stiffness to remain elastic and serviceable under moderate but frequently occurring earthquakes and to have ...
Abazar Asghari
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Role of resilience in selection of R factors for an RC building
In the seismic design of a reinforced concrete building, selecting appropriate response reduction factor (R) is vital for the building’s seismic response.
S. Prasanth, Goutam Ghosh
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