Page 44 - Proceedings of 1st ISCIR 2017
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Case study I
Performance study
Performance study
ACI 318
(a) FE mesh of RC slab, (b) mid‐span deflection of slab, and (c) predicted vs measured
field live load deflection
Case study I - Reference
“Innovative Seismic Strengthening System for Concrete Structures”
© 2017 | T Imjai & R. Garcia (Eds.)
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