Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending

Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending

This paper provides information related to the sensor measurements obtained from five different unreinforced masonry (URM) walls subjected to incremental dynamic shake-table tests at EUCENTRE, Pavia, Italy. This information has been made available to assist in the development and calibration of anal...

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Main Authors: U. Tomassetti, L. Grottoli, S. Sharma, F. Graziotti
Format: Article
Language:English
Published: Elsevier 2019-06-01
Series:Data in Brief
Online Access:http://www.sciencedirect.com/science/article/pii/S2352340919302057
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spelling doaj-53d0d6d5a0c2409ea6fee447dbd8f3062020-11-25T02:33:19ZengElsevierData in Brief2352-34092019-06-0124Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bendingU. Tomassetti0L. Grottoli1S. Sharma2F. Graziotti3Dept. of Civil Engineering and Architecture – DICAr, University of Pavia and EUCENTRE, Pavia, Italy; Corresponding author.European Centre for Training and Research in Earthquake Engineering – EUCENTRE, Pavia, ItalyUME School, Istituto Universitario di Studi Superiori – IUSS, Pavia, ItalyDICAr, University of Pavia and EUCENTRE, Pavia, ItalyThis paper provides information related to the sensor measurements obtained from five different unreinforced masonry (URM) walls subjected to incremental dynamic shake-table tests at EUCENTRE, Pavia, Italy. This information has been made available to assist in the development and calibration of analytical and numerical models intended to simulate the out-of-plane (OOP) two-way bending response of URM walls. For further interpretation of the sensor recordings, and for a detailed discussion on the observed seismic performance of the specimens, the reader is referred to the article entitled “Experimental Response of URM Single Leaf and Cavity Walls in Out-Of-Plane Two-Way Bending Generated by Seismic Excitation” [1]. Videos documenting the failure of each specimen are also available on YouTube [2]. Keywords: Full-scale shaking table test, Two-way bending, Out-of-plane, Cavity wall, URMhttp://www.sciencedirect.com/science/article/pii/S2352340919302057
collection DOAJ
language English
format Article
sources DOAJ
author U. Tomassetti
L. Grottoli
S. Sharma
F. Graziotti
spellingShingle U. Tomassetti
L. Grottoli
S. Sharma
F. Graziotti
Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending
Data in Brief
author_facet U. Tomassetti
L. Grottoli
S. Sharma
F. Graziotti
author_sort U. Tomassetti
title Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending
title_short Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending
title_full Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending
title_fullStr Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending
title_full_unstemmed Dataset from dynamic shake-table testing of five full-scale single leaf and cavity URM walls subjected to out-of-plane two-way bending
title_sort dataset from dynamic shake-table testing of five full-scale single leaf and cavity urm walls subjected to out-of-plane two-way bending
publisher Elsevier
series Data in Brief
issn 2352-3409
publishDate 2019-06-01
description This paper provides information related to the sensor measurements obtained from five different unreinforced masonry (URM) walls subjected to incremental dynamic shake-table tests at EUCENTRE, Pavia, Italy. This information has been made available to assist in the development and calibration of analytical and numerical models intended to simulate the out-of-plane (OOP) two-way bending response of URM walls. For further interpretation of the sensor recordings, and for a detailed discussion on the observed seismic performance of the specimens, the reader is referred to the article entitled “Experimental Response of URM Single Leaf and Cavity Walls in Out-Of-Plane Two-Way Bending Generated by Seismic Excitation” [1]. Videos documenting the failure of each specimen are also available on YouTube [2]. Keywords: Full-scale shaking table test, Two-way bending, Out-of-plane, Cavity wall, URM
url http://www.sciencedirect.com/science/article/pii/S2352340919302057
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AT fgraziotti datasetfromdynamicshaketabletestingoffivefullscalesingleleafandcavityurmwallssubjectedtooutofplanetwowaybending
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