Search results for "seismic design"

showing 2 items of 2 documents

Seismic behavior of exterior RC beam-column joints without code-specified ties in the joint core

2021

Abstract Beam-column joint design for reinforced concrete (RC) buildings is a critical issue for modern earthquake engineering, because for these structural elements, the current codes provide several geometrical constraints and reinforcement provisions, which may be very complex to implement during the construction phase. To investigate how a construction error might influence the joint behavior, two identical full-scale exterior beam-column joints specimens are built, according to Italian Building Code specifications for the high ductility class, but without the required horizontal ties inside the joint panel. This construction error could be plausible because, according to the design dra…

Earthquake engineeringbusiness.industryComputer scienceBeam-column jointStructural engineeringreinforced concrete; beam-column joint; cyclic behavior; shear strength; high ductility; seismic design; construction error.Cyclic behaviorHigh ductilityShear (sheet metal)Reinforced concreteConstruction errorShear strengthBuilding codeShear strengthbusinessDuctilityReduction (mathematics)ReinforcementJoint (geology)Seismic designCivil and Structural EngineeringReinforced concrete; Beam-column joint; Cyclic behavior; Shear strength; High ductility; Seismic design; Construction error;
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Seismic response of braced frames with and without friction dampers

1995

Abstract The dynamic response of friction damped bracing systems and ordinary cross-bracing systems inserted into surrounding frames without lateral stiffness is analysed in order to compare the typical behaviour of the two different bracing systems. The cyclic force-displacement relationship in the two cases is accurately modelled on the basis of experimental and related numerical models which are available in the literature, and the structural dimensionless parameters defining the shapes of the cycles are stressed. Systems having the same average period of vibration in the elastic phase of the response are assumed to be comparable with one another, which leads to a relationship linking th…

EngineeringBasis (linear algebra)business.industryseismic designPhase (waves)Equations of motionStructural engineeringbracing systemsBracingDamperVibrationbracing systems; earthquake engineering; friction devices; seismic designfriction devicesearthquake engineeringDuctilitybusinessCivil and Structural EngineeringDimensionless quantity
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