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This paper present the experimental work of double unit tunnel form building (TFB) subjected to in-plane lateral cyclic loading. A one third scale of 3-storey double unit of TFB is tested until its strength degradation. Then, the TFB is repaired and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::51a6363a195aefd1688a08bad798951e
