Collapse simulation of a four story steel moment frame by a distributed online hybrid test.
The collapse of a one-bay, four story steel moment frame is simulated in this study by the proposed peer to peer (P2P) Internet online hybrid test system. The typical beam hinging mechanism, which is ensured by a strong column, weak beam design, is reproduced. The plastic hinges at the column bases...
| 出版年: | Earthquake engineering & structural dynamics. 37, 6 (2008). |
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| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | English |
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