Behaviour of high-rise steel buildings under lateral loads effects
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Abstract (EN)
Design of high rise buildings is generally predicated on lateral forces like wind loads and earthquake loads. However high rise buildings are mostly reactive to dynamic oscillations due to wind loads because of having materials which are low in damping and lighter in weight. In this thesis, wind effects on high rise steel buildings designed with various outriggers and belt truss systems are examined and comparisons of results are presented.
Author
Emir Gamari
How to Cite
Emir Gamari (Master Thesis). Behaviour of high-rise steel buildings under lateral loads effects, 2015, Boğaziçi University.
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