FLExible JOInts for seismic-resilient design of masonry-infilled RC frames

Zenodo2024-09-25 更新2026-04-07 收录

抗震结构振动台试验

填充砌体框架抗震设计

数据链接：

https://zenodo.org/doi/10.5281/zenodo.15437790 数据链接链接失效反馈

官方服务：

资源简介：

Data from shaking-table tests on two prototypes representing infilled reinforced concrete buildings, each equipped with an alternative rubber joint system for the seismic protection of masonry infills.

提供机构：

University of Belgrade; University of Naples Federico II; Durham University; Saints Cyril and Methodius University of Skopje; University of Strathclyde; SDA Engineering GmbH; FH Aachen; Institute of Earthquake Engineering and Engineering Seismology - IZIIS; Saints Cyril and Methodius University in Skopje; Tun Abdul Razak Research Centre; University College London; REGUPOL Germany GmbH & Co. KG; Ss. Cyril and Methodius University in Skopje; University of Ljubljana; ZIEGEL; University of Trento; UNIVERSITY OF BELGRADE-FACULTY OF CIVIL ENGINEERING

创建时间：

2024-09-25

FLExible JOInts for seismic-resilient design of masonry-infilled RC frames

资源简介：

相关数据集