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An open-source experimental database for flush end-plate connections.
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Elkady, Ahmed创建时间：
2020-12-28
相关数据集
Large Scale Testing of Hybrid Masonry
A large-scale specimen underwent testing at the University of Illinois at Urbana-Champaign in the Multi-Axial Full-Scale Sub-Structured Testing and Simulation (MUST-SIM) facility, which is part of the
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Phase 3 ELLI Data
A full-scale three-story mass-timber test building structure was subject to quasi-static cyclic loading following a modified CUREE loading protocol for two experimental events each occurring over two
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Phase III tests - Anchors with Type F reinforcement
2 monotonic and 2 cyclic tension tests of anchors with Type F reinforcement (8 No.3). The specimens had a 6-inch edge distance.
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Specimen E-2: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
Specimen E-2 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group F specimens. Th
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Specimen A-3: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)
Specimen A-3 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group D specimens. Th
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