Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 최창식 | - |
dc.date.accessioned | 2016-06-21T06:44:14Z | - |
dc.date.available | 2016-06-21T06:44:14Z | - |
dc.date.issued | 2015-02 | - |
dc.identifier.citation | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, v. 168, NO 5, Page. 336-350 | en_US |
dc.identifier.issn | 0965-0911 | - |
dc.identifier.uri | http://hdl.handle.net/20.500.11754/21825 | - |
dc.identifier.uri | http://www.icevirtuallibrary.com/doi/10.1680/stbu.14.00044 | - |
dc.description.abstract | Generally, voided reinforced concrete floor slabs in building structures have a lower shear strength compared with solid slabs owing to the reduction in their cross-sectional area. This study shows that the void shape and material of the void-shaper also influence the shear strength of voided slabs. To verify these assumptions, one-way shear tests were conducted for four test specimens. The first was a conventional solid slab and the others were voided slabs. The voids had toroidal or ‘doughnut' shapes as well as non-doughnut shapes. The void-shaper was made of polypropylene plastic and glass-fibre-reinforced plastic. The test results showed that the shear strength of doughnut-type voided slabs was 73–78% of a solid slab and was superior to that of existing voided slabs. The shear crack angle changed with the void shape. A finite-element analysis was conducted to evaluate the influence of these parameters on the shear behaviour of the doughnut-type voided slab. | en_US |
dc.language.iso | en | en_US |
dc.publisher | ICE PUBLISHING | en_US |
dc.subject | buildings | en_US |
dc.subject | concrete structures | en_US |
dc.subject | slab & plates | en_US |
dc.subject | stress analysis | en_US |
dc.subject | structures and design | en_US |
dc.title | One-way shear strength of circular voided reinforced concrete floor slabs | en_US |
dc.type | Article | en_US |
dc.relation.no | 5 | - |
dc.relation.volume | 168 | - |
dc.identifier.doi | 10.1680/stbu.14.00044 | - |
dc.relation.page | 336-350 | - |
dc.relation.journal | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS | - |
dc.contributor.googleauthor | Choi, Hyun-Ki | - |
dc.contributor.googleauthor | Lee, Seung-Chang | - |
dc.contributor.googleauthor | Choi, Chang-Sik | - |
dc.contributor.googleauthor | Chung, Joo-Hong | - |
dc.relation.code | 2015006678 | - |
dc.sector.campus | S | - |
dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
dc.sector.department | ARCHITECTURAL ENGINEERING | - |
dc.identifier.pid | ccs5530 | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.