Seismic design of secondary structures: state of the art

R Villaverde - Journal of structural engineering, 1997 - ascelibrary.org
The developments in the last three decades in the area of seismic design of mechanical and
electrical equipment, architectural components, as well as other secondary structures and …

Seismic force demands on acceleration-sensitive nonstructural components: a state-of-the-art review

T Wang, Q Shang, J Li - Earthquake engineering and engineering vibration, 2021 - Springer
Nonstructural components (NSCs) are parts, elements, and subsystems that are not part of
the primary load-bearing system of building structures but are subject to seismic loading …

Floor response spectra for light components mounted on regular moment-resisting frame structures

RA Medina, R Sankaranarayanan, KM Kingston - Engineering structures, 2006 - Elsevier
The peak acceleration demands for acceleration-sensitive nonstructural components
supported on elastic and inelastic regular moment-resisting frame structures are statistically …

Effect of building nonlinearity on seismic response of nonstructural components: a parametric study

SR Chaudhuri, R Villaverde - Journal of structural engineering, 2008 - ascelibrary.org
An extensive parametric study is conducted with eight code-designed steel moment-
resisting frames and a series of linear and nonlinear single-degree-of-freedom nonstructural …

Inelastic floor spectra for designing anchored acceleration-sensitive nonstructural components

H Anajafi, RA Medina, E Santini-Bell - Bulletin of Earthquake Engineering, 2020 - Springer
In this study, inelastic floor spectra are developed for designing acceleration-sensitive
nonstructural components (NSCs). The parameters response modification (reduction) factor …

Acceleration response modification factors for nonstructural components attached to inelastic moment‐resisting frame structures

R Sankaranarayanan… - Earthquake engineering & …, 2007 - Wiley Online Library
A statistical analysis of the peak acceleration demands for nonstructural components (NSCs)
supported on a variety of stiff and flexible inelastic regular moment‐resisting frame structures …

Simple method to estimate the seismic nonlinear response of nonstructural components in buildings

R Villaverde - Engineering Structures, 2006 - Elsevier
An approximate method is proposed to estimate the seismic response of nonlinear
nonstructural components attached to nonlinear building structures. The method is based on …

Damping modification factor for elastic floor spectra

H Anajafi, RA Medina - Bulletin of Earthquake Engineering, 2019 - Springer
Nonstructural components (NSCs) housed in building structures are subject to semi-narrow
band excitations generated via filtering of the ground motion by the supporting building …

Intensity measures for probabilistic assessment of non‐structural components acceleration demand

M De Biasio, S Grange, F Dufour… - Earthquake …, 2015 - Wiley Online Library
A fundamental issue in the framework of seismic probabilistic risk analysis is the choice of
ground motion intensity measures (IMs). Based on the floor response spectrum method, the …

Evaluation of the floor acceleration response spectra of numerical building models based on recorded building response data

H Anajafi, RA Medina, C Adam - Journal of Earthquake …, 2022 - Taylor & Francis
The recorded floor acceleration responses of a wide variety of instrumented buildings are
used to evaluate the findings of previous numerical studies regarding the effect of different …