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Advances in Civil Engineering
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2015
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Article
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Fig 5
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Research Article
Effects of Posttensioning Slippage on 2-Way Spanning Concrete Slabs
Figure 5
Reinforcement details and location of strain gauges 2.5 to 2.7 in slab S2 (gauges 2.1 to 2.4 are identical to 1.1 to 1.4 in slab S1).