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Deep Beam Design Using strut-Tie Model

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dc.contributor.author노삼영-
dc.date.accessioned2025-04-09T03:02:40Z-
dc.date.available2025-04-09T03:02:40Z-
dc.date.issued2007-06-28-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/124899-
dc.description.abstractThe aim of this paper is to develop nomographs and demonstration of its applicability for the simple supported deep beam design in order to simplify a number of computation steps. For this purpose, the applied basic modifications in the formulation of the Strut-Tie model for the deep beam design ware briefly described. For the demonstration of the applicability of the developed nomographs, a simple supported deep beam subjected to the uniformly distributed load was analyzed in which the flexural design was focused. The influence of the column was considered, simplifying by the concerning of the width, but not length of the column-
dc.language영어-
dc.language.isoENG-
dc.titleDeep Beam Design Using strut-Tie Model-
dc.typeConference-
dc.citation.titleSB07 Seoul: Proceedings of the International Conference on Sustainable Building Asia-
dc.citation.conferenceNameThe International Conference on Sustainable Building Asia, SB07 Seoul-
dc.citation.conferencePlace대한민국-
dc.citation.conferencePlaceSeoul, Korea-
dc.citation.conferenceDate2007-06-27 ~ 2007-06-29-
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COLLEGE OF ENGINEERING SCIENCES > MAJOR IN ARCHITECTURAL ENGINEERING > 2. Conference Papers

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