Shear capacity of singly and doubly webbed corrugated web girder / Hanizah Abdul Hamid, Azmi Ibrahim and Norhisham Ibrahim
A conventional plate girder involves the use of transverse intermediate stiffeners, especially in a slender web to avoid catastrophic failure associated with shear buckling of the web. In this study, a profiled web was used to replace the transversely stiffened web. The process involves introducing...
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| Format: | Book |
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Institute of Research, Development and Commercialisation (IRDC),
2006.
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| Online Access: | Link Metadata |
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