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신명수

Shin, Myoungsu
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dc.citation.conferencePlace VN -
dc.citation.number 1 -
dc.citation.title 2018 3rd International Conference on Building Materials and Construction, ICBMC 2018 -
dc.citation.volume 371 -
dc.contributor.author Han, Sang Whan -
dc.contributor.author Lee, Chang Seok -
dc.contributor.author Lee, Kihak -
dc.contributor.author Shin, Myoungsu -
dc.date.accessioned 2023-12-19T17:36:58Z -
dc.date.available 2023-12-19T17:36:58Z -
dc.date.created 2018-11-21 -
dc.date.issued 2018-02-23 -
dc.description.abstract The objective of this study was to develop simple reinforcement details for diagonally reinforced coupling beams; reducing transverse steel by use of high-performance fiber-reinforced cementitious composites (HPFRCCs) and bundling diagonal bars are explored. Four coupling beam specimens with length-to-depth aspect ratios of 2.0 or 3.5 were fabricated and tested under cyclic lateral displacements. The test results revealed that HPFRCC coupling beams with bundled diagonal bars and widely spaced transverse reinforcement (one-half the amount of reinforcement required by current seismic codes.) exhibited excellent seismic performance compared with ordinary concrete coupling beams to bundled diagonal bars and code-required transverse reinforcement. -
dc.identifier.bibliographicCitation 2018 3rd International Conference on Building Materials and Construction, ICBMC 2018, v.371, no.1 -
dc.identifier.doi 10.1088/1757-899X/371/1/012034 -
dc.identifier.issn 1757-8981 -
dc.identifier.scopusid 2-s2.0-85049779393 -
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/37519 -
dc.identifier.url http://iopscience.iop.org/article/10.1088/1757-899X/371/1/012034/meta -
dc.language 영어 -
dc.publisher ICBMC -
dc.title Application of HPFRCC on Coupling Beams with Bundled Diagonal Reinforcement -
dc.type Conference Paper -
dc.date.conferenceDate 2018-02-23 -

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