A nonlinear site‐amplification model for the next pan‐European ground‐motion prediction equations

MA Sandıkkaya, S Akkar… - Bulletin of the …, 2013 - pubs.geoscienceworld.org
A site‐amplification model for shallow crustal regions that considers both linear and
nonlinear soil effects is proposed. The original functional form of the model was developed …

Bidirectional shaking‐table tests of unbonded recycled‐rubber fiber‐reinforced bearings (RR‐FRBs)

D Losanno, M Spizzuoco… - Structural Control and …, 2019 - Wiley Online Library
This paper describes the results of bidirectional shaking‐table tests performed on novel, low‐
cost, and eco‐friendly recycled‐rubber fiber‐reinforced bearings (RR‐FRBs). The research …

Displacement reduction effect and simplified evaluation method for SDOF systems using a clutching inerter damper

M Wang, F Sun - Earthquake Engineering & Structural …, 2018 - Wiley Online Library
This study evaluates the response reduction effect of linear single degree of freedom
systems with a clutching inerter damper (CID) via parametric analysis under harmonic …

Empirical relationships between modified Mercalli intensity and engineering ground-motion parameters in Greece

GA Tselentis, L Danciu - Bulletin of the Seismological …, 2008 - pubs.geoscienceworld.org
New relationships between modified Mercalli intensity (MMI) and engineering ground-
motion parameters are developed for Greece. The ground-motion parameters investigated …

Concentrated plasticity modelling of RC frames in time-history analyses

E Bruschi, PM Calvi, V Quaglini - Engineering Structures, 2021 - Elsevier
The study aims at giving an insight into the effects of modelling decisions that are adopted in
concentrated plasticity formulations used in time history analyses to model the behavior of …

Earthquake response of a base-isolated bridge subjected to strong near-fault ground motion

MH Jónsson, B Bessason, E Haflidason - Soil Dynamics and Earthquake …, 2010 - Elsevier
The South Iceland Lowland is an active seismic zone. In May 2008 a magnitude 6.3 (Mw)
earthquake struck the area. The 370-m-long base-isolated Oseyrar Bridge situated close to …

Shaking table investigation of a novel, low‐cost, base isolation technology using recycled rubber

A Calabrese, M Spizzuoco, G Serino… - … Control and Health …, 2015 - Wiley Online Library
This paper details the findings of an experimental program that assessed the seismic
performances of a novel low‐cost base isolation device. The proposed bearings are referred …

Horizontal cladding panels: in-plane seismic performance in precast concrete buildings

A Belleri, M Torquati, A Marini, P Riva - Bulletin of Earthquake Engineering, 2016 - Springer
The paper investigates the in-plane performance of horizontal precast reinforced concrete
cladding panels, typically adopted in one-storey precast industrial and commercial …

Performance-based probabilistic framework for seismic risk, resilience, and sustainability assessment of reinforced concrete structures

GA Anwar, Y Dong, C Zhai - Advances in Structural …, 2020 - journals.sagepub.com
Recent earthquakes have highlighted additional losses due to the lack of resilience of
damaged structures. Environmental impact, as performance indicator, has also received …

Residual displacements of RC structures as SDOF systems

E Liossatou, MN Fardis - Earthquake Engineering & Structural …, 2015 - Wiley Online Library
Residual displacements are sensitive to ground motion details, hence more random than
peak inelastic displacements. Among the factors with systematic impact on residual …