Assessment of seismic drift of structural walls designed according to SANS 10160 - Part 4

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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Bibliographic Details
Main Author: Le Roux, Rudolf Cornelis
Other Authors: Wium, J. A.
Format: Others
Language:en
Published: Stellenbosch : University of Stellenbosch 2010
Subjects:
Structural wall
Behaviour factor
Drift limits
Dissertations > Civil engineering
Theses > Civil engineering
Seismic drift
Reinforced concrete structural walls
Earthquake resistant design
SANS 10160-4 (2010)
Reinforced concrete construction > Earthquake effects
Online Access:http://hdl.handle.net/10019.1/5282

Internet

http://hdl.handle.net/10019.1/5282

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