Ductility performance of Thin-Walled Composite-Filled (TWFC) beam at internal support / Mohd Asha’ari Masrom
Ductility of reinforced structures is a desirable property where resistance to brittle failure during flexure is required. The most influential parameter towards the ductility value is the ratio of steel area to concrete area. However, the study on ductility performance of TWCF beam is still lacking...
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| Format: | Article |
| Language: | English |
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Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA)
2016
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| Online Access: | https://ir.uitm.edu.my/id/eprint/15332/1/AJ_MOHD%20ASHA%E2%80%99ARI%20MASROM%20EAJ%2016.pdf |