Specimen F-1: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)
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下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2012-1169.groups/Experiment-9
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资源简介：
Specimen F-1 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #5 longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group E specimens. The shear span to effective depth ratio (a/d) was 2.9.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-01-14
