Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms
This paper provides information related to the sensor measurements obtained from an unreinforced masonry building subjected to incremental dynamic shake-table tests at the EUCENTRE facilities in Pavia, Italy. These tests provide a unique data set that captures at full scale the in-plane and out-of-p...
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2018-06-01
|
Series: | Data in Brief |
Online Access: | http://www.sciencedirect.com/science/article/pii/S235234091830252X |
id |
doaj-1f01a8bee09c4765835a0bb055382cce |
---|---|
record_format |
Article |
spelling |
doaj-1f01a8bee09c4765835a0bb055382cce2020-11-25T01:33:44ZengElsevierData in Brief2352-34092018-06-0118629640Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragmsStylianos Kallioras0Gabriele Guerrini1Umberto Tomassetti2Simone Peloso3Francesco Graziotti4UME Graduate School, IUSS Pavia, Piazza della Vittoria 15, 27100 Pavia, Italy; European Centre for Training and Research in Earthquake Engineering (EUCENTRE), via Ferrata 1, 27100 Pavia, ItalyDepartment of Civil Engineering and Architecture (DICAr), University of Pavia, via Ferrata 3, 27100 Pavia, Italy; European Centre for Training and Research in Earthquake Engineering (EUCENTRE), via Ferrata 1, 27100 Pavia, ItalyDepartment of Civil Engineering and Architecture (DICAr), University of Pavia, via Ferrata 3, 27100 Pavia, Italy; European Centre for Training and Research in Earthquake Engineering (EUCENTRE), via Ferrata 1, 27100 Pavia, ItalyEuropean Centre for Training and Research in Earthquake Engineering (EUCENTRE), via Ferrata 1, 27100 Pavia, ItalyDepartment of Civil Engineering and Architecture (DICAr), University of Pavia, via Ferrata 3, 27100 Pavia, Italy; European Centre for Training and Research in Earthquake Engineering (EUCENTRE), via Ferrata 1, 27100 Pavia, Italy; Corresponding author.This paper provides information related to the sensor measurements obtained from an unreinforced masonry building subjected to incremental dynamic shake-table tests at the EUCENTRE facilities in Pavia, Italy. These tests provide a unique data set that captures at full scale the in-plane and out-of-plane behavior of unreinforced masonry walls, and the influence of flexible diaphragms on the dynamic global response of a complete building. The authors made this information available to assist in the development of analytical and numerical models, necessary to estimate the dynamic response and the engineering parameters for the performance-based seismic assessment of unreinforced masonry buildings. All recorded data (acceleration and displacement time histories) and the videos of the tests can be requested online on the EUCENTRE repository at the URL www.eucentre.it/nam-project referring to EUC-BUILD-2. For further interpretation of the sensor recordings, and for a detailed discussion on the seismic performance of the building specimen, the reader is referred to the article entitled “Experimental seismic performance of a full-scale unreinforced clay-masonry building with flexible timber diaphragms” (Kallioras et al., 2018) [1].http://www.sciencedirect.com/science/article/pii/S235234091830252X |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Stylianos Kallioras Gabriele Guerrini Umberto Tomassetti Simone Peloso Francesco Graziotti |
spellingShingle |
Stylianos Kallioras Gabriele Guerrini Umberto Tomassetti Simone Peloso Francesco Graziotti Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms Data in Brief |
author_facet |
Stylianos Kallioras Gabriele Guerrini Umberto Tomassetti Simone Peloso Francesco Graziotti |
author_sort |
Stylianos Kallioras |
title |
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms |
title_short |
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms |
title_full |
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms |
title_fullStr |
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms |
title_full_unstemmed |
Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms |
title_sort |
dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms |
publisher |
Elsevier |
series |
Data in Brief |
issn |
2352-3409 |
publishDate |
2018-06-01 |
description |
This paper provides information related to the sensor measurements obtained from an unreinforced masonry building subjected to incremental dynamic shake-table tests at the EUCENTRE facilities in Pavia, Italy. These tests provide a unique data set that captures at full scale the in-plane and out-of-plane behavior of unreinforced masonry walls, and the influence of flexible diaphragms on the dynamic global response of a complete building. The authors made this information available to assist in the development of analytical and numerical models, necessary to estimate the dynamic response and the engineering parameters for the performance-based seismic assessment of unreinforced masonry buildings. All recorded data (acceleration and displacement time histories) and the videos of the tests can be requested online on the EUCENTRE repository at the URL www.eucentre.it/nam-project referring to EUC-BUILD-2. For further interpretation of the sensor recordings, and for a detailed discussion on the seismic performance of the building specimen, the reader is referred to the article entitled “Experimental seismic performance of a full-scale unreinforced clay-masonry building with flexible timber diaphragms” (Kallioras et al., 2018) [1]. |
url |
http://www.sciencedirect.com/science/article/pii/S235234091830252X |
work_keys_str_mv |
AT stylianoskallioras datasetfromthedynamicshaketabletestofafullscaleunreinforcedclaymasonrybuildingwithflexibletimberdiaphragms AT gabrieleguerrini datasetfromthedynamicshaketabletestofafullscaleunreinforcedclaymasonrybuildingwithflexibletimberdiaphragms AT umbertotomassetti datasetfromthedynamicshaketabletestofafullscaleunreinforcedclaymasonrybuildingwithflexibletimberdiaphragms AT simonepeloso datasetfromthedynamicshaketabletestofafullscaleunreinforcedclaymasonrybuildingwithflexibletimberdiaphragms AT francescograziotti datasetfromthedynamicshaketabletestofafullscaleunreinforcedclaymasonrybuildingwithflexibletimberdiaphragms |
_version_ |
1725076001594015744 |