Structural performance of Kolej Kediaman Tun Mustapha due to earthquake

Noell Ibrahim Fred (2022) Structural performance of Kolej Kediaman Tun Mustapha due to earthquake. Universiti Malaysia Sabah. (Unpublished)

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Abstract

The majority of buildings constructed in Sabah are reinforced concrete structures. These existing buildings are designed according to the British Standard code of Practice (BS8110) without the consideration of seismic provisions. Consequently, this makes the existing building susceptible to potential seismic hazards. This research focuses on the Blok M (4-storey and 3-storey) of Kolej Kediaman Tun Mustapha in Universiti Malaysia Sabah, Kota Kinabalu. PROTA software was utilized to develop the models of the Blok M buildings. Response spectrum method was performed to obtain lateral displacements of storey for both buildings. The Interstorey Drift Ratio (%) was calculated based on the storey displacement and the performance level is evaluated based on FEMA 346 (2000). The lateral displacement was directly proportional to the height of the buildings. structural performance levels of KKTM residential buildings were determined as Immediate Occupancy (IO) where it is determined to be safe to use after an earthquake.

Item Type:	Academic Exercise
Keyword:	buildings constructed , Kolej Kediaman Tun Mustapha , UMS
Subjects:	T Technology > TH Building construction > TH1-9745 Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction
Department:	FACULTY > Faculty of Engineering
Depositing User:	DG MASNIAH AHMAD -
Date Deposited:	06 Mar 2023 16:13
Last Modified:	06 Mar 2023 16:13
URI:	https://eprints.ums.edu.my/id/eprint/35160

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