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Autor:
Varol Koç, Yusuf Emiroglu
WOS: 000411239500007 Minimum reinforcement ratios provided in the standards remain at very low levels especially at large systems subject to the effects of earthquakes. Thus, arranging the reinforcement ratios intended for preliminary design can prov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1298cdf3cef29a253e0c01085a2911d
https://hdl.handle.net/20.500.12712/12215
https://hdl.handle.net/20.500.12712/12215
