来自五个全尺寸单叶和空心非结构承重墙在平面外双向弯曲作用下的动态振动台试验数据集。

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

作者信息

Tomassetti U, Grottoli L, Sharma S, Graziotti F

机构信息

Dept. of Civil Engineering and Architecture - DICAr, University of Pavia and EUCENTRE, Pavia, Italy.

European Centre for Training and Research in Earthquake Engineering - EUCENTRE, Pavia, Italy.

出版信息

Data Brief. 2019 Mar 20;24:103854. doi: 10.1016/j.dib.2019.103854. eCollection 2019 Jun.

DOI:10.1016/j.dib.2019.103854

PMID:31049372

原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6480314/

Abstract

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].

摘要

本文提供了在意大利帕维亚的EUCENTRE对五面不同的无筋砌体（URM）墙进行增量动力振动台试验所获得的传感器测量相关信息。提供这些信息是为了协助开发和校准旨在模拟URM墙平面外（OOP）双向弯曲响应的分析和数值模型。如需进一步解读传感器记录，以及有关试件观测到的抗震性能的详细讨论，请读者参考题为《地震激励产生的URM单叶墙和空心墙在平面外双向弯曲中的试验响应》的文章[1]。记录每个试件破坏情况的视频也可在YouTube上获取[2]。