A note on the M w 6.3 earthquake in Iceland on 29 May 2008 at 15:45 UTC

R Sigbjörnsson, JT Snæbjörnsson, SM Higgins… - Bulletin of Earthquake …, 2009 - Springer
This preliminary study aims to investigate a M w 6.3 earthquake that occurred in South
Iceland on Thursday 29 May 2008 at 15: 45 UTC. The epicentre was in the Olfus District …

Influence of earthquake direction on the seismic response of irregular plan RC frame buildings

G Magliulo, G Maddaloni, C Petrone - Earthquake Engineering and …, 2014 - Springer
The nonlinear response of structures is usually evaluated by considering two accelerograms
acting simultaneously along the orthogonal directions. In this study, the influence of the …

Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers

N Impollonia, A Palmeri - Earthquake Engineering & Structural …, 2018 - Wiley Online Library
An effective strategy of seismic retrofitting consists of installing nonlinear viscous dampers
between the existing building, with insufficient lateral resistance, and some auxiliary towers …

Extended Newmark method to assess stability of slope under bidirectional seismic loading

A Korzec, R Jankowski - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The paper concerns the dynamic behavior of a simple slope model subjected to
simultaneous horizontal and vertical excitations. The proposed method is based on …

An updated strong-motion database of Türkiye (SMD-TR)

MA Sandıkkaya, B Güryuva, Ö Kale… - Earthquake …, 2024 - journals.sagepub.com
We updated the earthquake strong-motion database of Türkiye (SMD-TR) that is initially
compiled by Akkar et al. The updated data set consists of of 9244 earthquakes of …

Precast industrial buildings in Southern Europe: loss of support at frictional beam-to-column connections under seismic actions

C Demartino, I Vanzi, G Monti, C Sulpizio - Bulletin of Earthquake …, 2018 - Springer
This paper presents the evaluation of the loss-of-support conditions in frictional beam-to-
column connections of industrial precast concrete buildings under seismic actions. This type …

Ground‐motion prediction equations for Arias intensity, cumulative absolute velocity, and peak incremental ground velocity for rock sites in different tectonic …

Z Bullock, S Dashti, A Liel, K Porter… - Bulletin of the …, 2017 - pubs.geoscienceworld.org
This article presents the development of ground‐motion prediction equations for the
maximum rotated (RotD100) horizontal component of five intensity measures: Arias intensity …

Experimental investigation of the re‐centring capability of curved surface sliders

V Quaglini, E Gandelli, P Dubini - Structural Control and Health …, 2017 - Wiley Online Library
The re‐centring capability is recognized as a fundamental function of the isolation system,
because it is intended to prevent substantial permanent deformation at the end of the …

Effect of vertical structural irregularity on seismic design of tall buildings

A Mwafy, S Khalifa - The Structural Design of Tall and Special …, 2017 - Wiley Online Library
Many tall buildings are practically irregular as an entirely regular high‐rise building rarely
exists. This study is thus devoted to assessing the approach and coefficients used in the …

Liquefaction evaluation of interbedded soil deposit: Çark Canal in 1999 M7. 5 Kocaeli Earthquake

RW Boulanger, SK Munter, CP Krage… - Journal of Geotechnical …, 2019 - ascelibrary.org
The performance of Çark Canal in the 1999 M= 7.5 Kocaeli earthquake was evaluated using
common liquefaction vulnerability index (LVI) methods, a nonlinear dynamic analysis (NDA) …