Effects of higher modes and degrees of freedom (DOF) on strength reduction factor in reinforced concrete frames equipped with steel plate shear wall
SR Salimbahrami, M Gholhaki - Structures, 2019 - Elsevier
The strength reduction factor (R μ) originated from the ductility, can adjust the lateral strength
of Single Degree of Freedom (SDOF) structures such that their ductility demand is bounded …
of Single Degree of Freedom (SDOF) structures such that their ductility demand is bounded …
[PDF][PDF] Response modification factor for short periods obtained from a set of peruvian seismic acceleration records
JL Bazan, VI Fernandez-Davila - 17th World Conference on …, 2020 - researchgate.net
Most earthquake-resistant design codes include a response modification factor that
simplifies the calculation of equivalent inelastic lateral seismic force and that are used in the …
simplifies the calculation of equivalent inelastic lateral seismic force and that are used in the …
Effect of the uncertainty on the formulated seismic behavior of RC buildings to a given earthquake
This paper presents a stochastic analysis of expressions linking the reinforced concrete
(RC) buildings maximum displacements to their natural period and the epicentral distances …
(RC) buildings maximum displacements to their natural period and the epicentral distances …
[PDF][PDF] Evaluation du facteur de comportement de structures en portique de béton armé sur la base d'analyses statique et dynamique non linéaires
A Louzai - 2016 - ummto.dz
Le facteur de comportement R (noté q dans le code parasismique européen, l'Eurocode 8)
de structures en portique en béton armé est évalué sur la base d'analyse comparative entre …
de structures en portique en béton armé est évalué sur la base d'analyse comparative entre …
Parametric studies of seismic behavior of steel frames equipped with yielding elements
M Mahmoudi, A Haghollahi… - Computational Methods in …, 2012 - cmce.guilan.ac.ir
Yielding elements (YE) are among those devices that not only help control structural
damages, but make better seismic behavior by concentrating the frames in some removable …
damages, but make better seismic behavior by concentrating the frames in some removable …
Relación Entre el Factor de Reducción de Fuerzas Sísmicas y la Demanda de Ductilidad para Terremotos Peruanos en la Zona de Periodos Cortos
LMV Motta - 2021 - search.proquest.com
La respuesta estructural ante terremotos es compleja debido a las componentes aleatorias
y al cambio de propiedades que las estructuras experimentan durante el movimiento. Para …
y al cambio de propiedades que las estructuras experimentan durante el movimiento. Para …
[PDF][PDF] Impact of Natural Period and Epicentral Distance on Storey Lateral Displacements
The goal of the paper is to highlight the effect of the building design and epicentral distance
on the storey lateral displacements, for several reinforced concrete buildings (6, 9 and 12 …
on the storey lateral displacements, for several reinforced concrete buildings (6, 9 and 12 …