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dc.contributor.authorChen, CCen_US
dc.contributor.authorChen, SLen_US
dc.date.accessioned2014-12-08T15:26:55Z-
dc.date.available2014-12-08T15:26:55Z-
dc.date.issued2001en_US
dc.identifier.isbn1-894662-00-8en_US
dc.identifier.urihttp://hdl.handle.net/11536/19161-
dc.description.abstractAn experiment was conducted to investigate the behavior and punching shear strengths of the concrete slab-column connections externally reinforced with carbon fiber reinforced plastic (CFRP) laminates. Parameters studied and designed in twelve specimens included the concrete compressive strength and the number of layers of CFRP laminates. Square specimens were simply supported along four sides and the monotonically concentrated load was applied to the stub column during the test. Test results showed that the ultimate punching shear strength of the flat slab can be substantially increased by the application of the CFRP laminates.en_US
dc.language.isoen_USen_US
dc.subjectCFRPen_US
dc.subjectpunchingen_US
dc.subjectconcrete slaben_US
dc.subjectretrofiten_US
dc.titleBehavior of concrete slabs externally reinforced with CFRP laminatesen_US
dc.typeProceedings Paperen_US
dc.identifier.journal2001 SECOND INTERNATIONAL CONFERENCE ON ENGINEERING MATERIALS, VOL IIen_US
dc.citation.spage473en_US
dc.citation.epage480en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000185048400045-
Appears in Collections:Conferences Paper


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