A review of research on seismic behaviour of irregular building structures since 2002

M De Stefano, B Pintucchi - Bulletin of earthquake Engineering, 2008 - Springer
The paper presents an overview of the progress in research regarding seismic response of
plan and vertically irregular building structures. Three areas of research are surveyed. The …

Identification of torsionally stiff and flexible asymmetric systems, and their comparative seismic response evaluation for low-rise frames

K Kaatsız, H Sucuoğlu - Journal of Earthquake Engineering, 2024 - Taylor & Francis
Torsional status indicators of asymmetrical plan systems are evaluated. The ratio of two
modal participation factors in a translational direction (lower to higher mode) is proved as a …

Higher mode effects in pushover analysis of irregular masonry buildings

H Azizi-Bondarabadi, N Mendes… - Journal of Earthquake …, 2021 - Taylor & Francis
The paper presents a study on the seismic behavior of irregular unreinforced masonry
buildings, aiming at evaluating the effects of higher modes. First, the macroelement model …

An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data

M Palermo, S Silvestri, G Gasparini, S Baraccani… - Journal of Cultural …, 2015 - Elsevier
Abstract The Asinelli Tower, built at the end of the 12th century, is one of the main symbol of
the town of Bologna and a valuable historical heritage of the Medieval age of the entire Italy …

[PDF][PDF] Ratio of Torsion (ROT): An index for assessing the global induced torsion in plan irregular buildings

CG Stathi, NP Bakas, ND Lagaros… - Earthquakes and …, 2015 - researchgate.net
Due to earthquakes, many structures suffered extensive damages that were attributed to the
torsional effect caused by mass, stiffness or strength eccentricity. Due to this type of …

A simplified method to predict torsional effects on asymmetric seismic isolated buildings under bi-directional earthquake components

R Laguardia, C Morrone, M Faggella… - Bulletin of Earthquake …, 2019 - Springer
The assessment of maximum displacement demand is a crucial point in the design of
seismic isolating systems, in particular when the non linear behaviour of devices is modeled …

The applicability of the N2 method to the estimation of torsional effects in asymmetric base‐isolated buildings

D Koren, V Kilar - Earthquake engineering & structural …, 2011 - Wiley Online Library
The paper deals with the applicability of the extended N2 method to base‐isolated plan‐
asymmetric building structures. The results obtained by the usual pushover analysis of a 3D …

Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems

M Palermo, S Silvestri, G Gasparini… - Bulletin of Earthquake …, 2013 - Springer
This paper gives a new insight into the linear dynamic behavior of one-storey eccentric
systems, with particular attention devoted to provide a comprehensive physically-based …

The role of inelastic torsion in the determination of residual deformations

JD Pettinga, MJN Priestley, S Pampanin… - Journal of Earthquake …, 2007 - Taylor & Francis
Recent developments in performance-based seismic design and assessment approaches
have emphasized the importance of properly assessing and limiting the residual …

Optimized strengthening based on concrete jacketing for minimum eccentricity

CC Mitropoulou, IA Naziris, NA Kallioras… - Frontiers in Built …, 2022 - frontiersin.org
The coupled lateral-torsional response is observed in building structures subjected to
dynamic excitation due to lack of symmetry in terms of mass/stiffness in any of the stories' …