Please use this identifier to cite or link to this item:
|Title:||Moment redistribution in continuous profiled steel-concrete composite slabs|
|Source:||Lee, L.H.,Quek, S.T.,Ang, K.K. (2001-10). Moment redistribution in continuous profiled steel-concrete composite slabs. Magazine of Concrete Research 53 (5) : 301-309. ScholarBank@NUS Repository. https://doi.org/10.1680/macr.53.5.301.39454|
|Abstract:||The moment redistribution behaviour of continuous cold-formed profiled steel deck and concrete composite slab was studied both experimentally and numerically. An experimental programme consisting of three two-span continuous composite slabs was performed. The experimental results indicated that the composite slabs have adequate ductility for redistributing moments, and the ultimate capacity of continuous composite slabs can be increased significantly. The short-term deflection at the increased service load satisfies the serviceability criteria. A numerical procedure to determine the negative to positive moment redistribution capacity and the corresponding deflection at serviceability for profiled steel-concrete composite slab was validated using the experimental results.|
|Source Title:||Magazine of Concrete Research|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Dec 13, 2017
checked on Dec 8, 2017
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.