Ground-motion models for average spectral acceleration in a period range: direct and indirect methods

M Kohrangi, SR Kotha, P Bazzurro - Bulletin of Earthquake Engineering, 2018 - Springer
Average spectral acceleration, AvgSA, is defined as the geometric mean of spectral
acceleration values over a range of periods and it is a ground motion intensity measure …

Effective base isolation combining low-friction curved surface sliders and hysteretic gap dampers

D De Domenico, E Gandelli, V Quaglini - Soil Dynamics and Earthquake …, 2020 - Elsevier
The re-centering capability represents a fundamental property of any effective isolation
system. Indeed, a potential residual displacement after an earthquake, besides affecting the …

Evaluation of the seismic retrofitting of an unreinforced masonry building using numerical modeling and ambient vibration measurements

C Michel, A Karbassi, P Lestuzzi - Engineering Structures, 2018 - Elsevier
Ambient vibration measurements and 3-D nonlinear time-history numerical modeling are
used to assess the retrofitting measures conducted in a 6-story unreinforced masonry …

Floor response spectra in RC frame structures designed according to Eurocode 8

C Petrone, G Magliulo, G Manfredi - Bulletin of Earthquake Engineering, 2016 - Springer
Nonstructural components (NSCs) should be subjected to a careful and rational seismic
design, in order to reduce the economic loss and to avoid threats to the life safety, as well as …

Bayesian inference of empirical ground motion models to pseudo-spectral accelerations of south Iceland seismic zone earthquakes based on informative priors

M Kowsari, T Sonnemann, B Halldorsson… - Soil Dynamics and …, 2020 - Elsevier
The Icelandic strong-motion dataset is relatively small and the largest recorded earthquake
magnitude is M w 6.5, whereas events of around M w 7.0 are known to have occurred in the …

Near-fault and far-field strong ground-motion simulation for earthquake engineering applications using the specific barrier model

B Halldórsson, GP Mavroeidis… - Journal of Structural …, 2011 - ascelibrary.org
Codes for aseismic design may require use of recorded ground motions as input in dynamic
analysis. When records are not available, motions must be simulated. The specific barrier …

Performance evaluation of existing isolated buildings with supplemental passive pseudo-negative stiffness devices

M Wang, F Sun, H Jin - Engineering Structures, 2018 - Elsevier
A new configuration for passive pseudo-negative stiffness device (PPNSD) is proposed to
work as a supplemental device for the seismic protection of existing isolated buildings. The …

[HTML][HTML] Seismic retrofit of hospitals by means of hysteretic braces: influence on acceleration-sensitive non-structural components

E Gandelli, A Taras, J Distl, V Quaglini - Frontiers in built environment, 2019 - frontiersin.org
The paper illustrates an investigation on the effectiveness of dissipative bracing (DB)
systems for seismic retrofit of buildings with sensitive non-structural components (NSCs) and …

Comparing loss estimation with observed damage: a study of the 1999 Kocaeli earthquake in Turkey

R Spence, J Bommer, D Del Re, J Bird… - Bulletin of Earthquake …, 2003 - Springer
Loss estimation from future earthquakes is of growing importance in planning earthquake
protection strategies in high-risk areas. Loss models based on the spectral displacement …

The rocking response of large flexible structures to earthquakes

S Acikgoz, MJ DeJong - Bulletin of earthquake engineering, 2014 - Springer
The rocking response of structures subjected to strong ground motions is a problem of
'several scales'. While small structures are sensitive to acceleration pulses acting …