Lateral movements in composite high-rise buildings under seismic action
Fatima, T., Fawzia, S., & Nasir, A (2012) Lateral movements in composite high-rise buildings under seismic action. In Proceedings of the Australasian Structural Engineering Conference, Engineers Australia, Perth, Australia, pp. 1-8.
Daring human nature has already led to the construction of high-rise buildings in naturally challenging geological regions and in worse environments of the world. However; literature review divulges that there is a lag in research of certain generic principles and rules for the prediction of lateral movement in multistorey construction. The present competitive trend orders the best possible used of available construction material and resources. Hence; the mixed used of reinforced concrete with structural steel is gaining prevalence day by day. This paper investigates the effects of Seismic load on composite multistorey building provided with core wall and trusses through FEM modelling. The results showed that increased rigidity corresponds to lower period of vibration and hence higher seismic forces. Since Seismic action is a function of mass and response acceleration, therefore; mass increment generate higher earthquake load and thus cause higher impact base shear and overturning movement. Whereas; wind force depends on building exposed, larger the plan dimension greater is the wind impact. Nonetheless; outriggers trusses noticeably contribute, in improving the serviceability of structure subjected to wind and earthquake forces.
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|Item Type:||Conference Paper|
|Keywords:||Seismic Load, Storey Drift, Lateral Force, Deflection, Base Shear|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000)|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment|
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Deposited On:||13 Nov 2012 08:30|
|Last Modified:||14 Nov 2012 09:29|
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