Shake table tests on one-story reinforced masonry wall systems
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https://www.designsafe-ci.org/data/browser/public/designsafe.storage.published/PRJ-2043/#detail-8681150828281589270-242ac114-0001-012
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资源简介：
Two full-scale, single-story, fully grouted, reinforced masonry wall specimens were tested to the verge of collapse. Each specimen had two T-walls as the seismic force-resisting elements and a stiff roof diaphragm. The second specimen had six additional planar walls perpendicular to the direction of shaking. The two specimens reached maximum roof drift ratios of 17% and 13%, without collapsing. The results can be used to assess the accuracy of the shear strength formula in TMS 402/602. The test data are also useful for calibrating and validating computational models.
提供机构：
Designsafe-CI
创建时间：
2020-09-24
