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Strength of exterior slab-column connections subjected to unbalanced moments
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Park, Hong-Gun | - |
dc.contributor.author | Choi, Kyoung-Kyu | - |
dc.date.accessioned | 2009-08-20T03:42:24Z | - |
dc.date.available | 2009-08-20T03:42:24Z | - |
dc.date.issued | 2006-09-26 | - |
dc.identifier.citation | Eng Struct 2007;29(6):1096-114 | en |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://hdl.handle.net/10371/7291 | - |
dc.description.abstract | Current design codes do not accurately predict the punching shear strengths of exterior slab–column connections subject to unbalanced
moments developed by gravity and lateral loads. In the present study, nonlinear finite element analysis was performed to evaluate the magnitude and distribution of eccentric shear and flexural moments developing at the critical sections of the exterior connections. The results showed that the magnitude and distribution of eccentric shear were different from those used in current design codes. Based on the findings, an improved strength model for exterior slab–column connections was developed. Its validity was verified by comparisons with existing test results. | en |
dc.description.sponsorship | This research was financially supported by the Ministry of
Construction and Transportation of Korea (03 R&D C04-01 and 04 R&D C02-02), and the authors are grateful to the authorities for their support. | en |
dc.language.iso | en | - |
dc.publisher | Elsevier | en |
dc.subject | Flat plate | en |
dc.subject | Exterior connections | en |
dc.subject | Eccentric shear | en |
dc.subject | Slab | en |
dc.subject | Unbalanced moment | en |
dc.title | Strength of exterior slab-column connections subjected to unbalanced moments | en |
dc.type | Article | en |
dc.contributor.AlternativeAuthor | 박홍근 | - |
dc.contributor.AlternativeAuthor | 최경규 | - |
dc.identifier.doi | 10.1016/j.engstruct.2006.08.001 | - |
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