Assessment of seismic drift of structural walls designed according to SANS 10160 - Part 4
Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2010. === ENGLISH ABSTRACT: Reinforced concrete structures, designed according to proper capacity design guidelines, can deform inelastically without loss of strength. Therefore, such structures need not be designed for full elastic...
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| Format: | Others |
| Language: | en |
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Stellenbosch : University of Stellenbosch
2010
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| Online Access: | http://hdl.handle.net/10019.1/5282 |