Search results for "Behavior factor"

showing 2 items of 2 documents

Seismic Behavior of Lisbon Mixed Masonry-RC Buildings With Historical Value: A Contribution for the Practical Assessment

2018

The fact that linear analysis is still the most used procedure in the design engineering offices, studies which addresses issues associated to the estimation of the structural behavior factor values are relevant. In this study, the behavior factor of a particular type of mixed masonry-reinforced concrete buildings in Lisbon is estimated. The typology chosen in this study represents 30% of building stock in Lisbon; these buildings were built between 1930 and 1960 and thus were designed without considering the seismic-design requirements proposed in current codes. The evaluation of the behavior factors was based on the use of nonlinear static analyses, performed in the form of the sensitivity…

TypologyStructural typenonlinear static analysesComputer scienceGeography Planning and Development0211 other engineering and technologiesmixed masonry-RC buildings020101 civil engineering02 engineering and technologyLinear analysisCivil engineering0201 civil engineeringlcsh:HT165.5-169.9021110 strategic defence & security studiesbusiness.industryseismic behaviorbehavior factorBuilding and ConstructionMasonrypractical assessmentlcsh:City planninguncertaintiesUrban StudiesNonlinear systemlcsh:TA1-2040businesslcsh:Engineering (General). Civil engineering (General)Frontiers in Built Environment
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Hardening structures isolated by double sliding devices: Seismic reliability-based design approach

2019

This study deals with seismic reliability-based design (SRBD) relationships in terms of behavior factors and displacement demands for hardening structures equipped with double friction pendu-lum system (DFPS) bearings. An equivalent 3dof system having a hardening post-yield slope is adopted to describe the superstructure behavior, whereas velocity-dependent laws are assumed to model the responses of the two surfaces of the DFPS. The yielding characteristics of the super-structures are defined for increasing behavior factors in compliance with the seismic hazard of L’Aquila site (Italy) and with NTC18 assuming a lifetime of 50 years. Considering several natural seismic records and building p…

Settore ICAR/09 - Tecnica Delle CostruzioniBehavior factor ductility demand friction pendulum bearing post-yield hardening stiffness seismic isolation seismic reliability.seismic isolationseismic reliability.Behavior factorductility demandpost-yield hardening stiffnessfriction pendulum bearingBehavior factor ductility demand friction pendulum bearing post-yield hardening stiffness seismic isolation seismic reliability
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