Punching Shear Capacity of RC Slab by Applying Limit State Design Method
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概要
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In many cases where a reinforced concrete (RC) slab directly supports the wheel load of large-sized vehicles, the static strength of the slab is generally evaluated as punching shear capacity. Given the situation, this study proposes equations to be used to determine the punching shear capacity for the slab fabricated by applying the limit state design method, which were derived from the relationship between the experimental maximum load-carrying capacity and the reinforcement strain in the static loading experiment conducted using two types of the double reinforcement slab specimens. This is an attempt to perform a theoretical evaluation of such strength with a view to making some contributions to the establishment of a reasonable design method of RC slabs.
- 日本学術会議 「機械工学委員会・土木工学・建築学委員会合同IUTAM分科会」の論文
日本学術会議 「機械工学委員会・土木工学・建築学委員会合同IUTAM分科会」 | 論文
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