Kallioras Stylianos, Guerrini Gabriele, Tomassetti Umberto, Peloso Simone, Graziotti Francesco
UME 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, Italy.
Data Brief. 2018 Mar 16;18:629-640. doi: 10.1016/j.dib.2018.03.047. eCollection 2018 Jun.
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].
本文提供了与在意大利帕维亚的EUCENTRE设施中对一座无筋砌体建筑进行增量动力振动台试验所获得的传感器测量结果相关的信息。这些试验提供了一个独特的数据集,该数据集全面捕捉了无筋砌体墙的平面内和平面外行为,以及柔性屋盖对完整建筑动态整体响应的影响。作者提供这些信息以协助开发分析模型和数值模型,这些模型对于估计无筋砌体建筑基于性能的地震评估中的动态响应和工程参数是必要的。所有记录的数据(加速度和位移时程)以及试验视频可在EUCENTRE存储库中在线获取,网址为www.eucentre.it/nam - project,参考编号为EUC - BUILD - 2。对于传感器记录的进一步解读以及关于建筑试件抗震性能的详细讨论,读者可参考题为《具有柔性木屋盖的全尺寸无筋粘土砌体建筑的试验抗震性能》的文章(Kallioras等人,2018年)[1]。