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Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi

Four bay nine-storey tunnel form building with reinforced concrete rigid shear walls had been designed using STAAD PRO V8i program in accordance to British Code (BS8110) and modelled using Ruaumoko 2D under seven past earthquake excitations. These ground motions are the 1986 Mexico City Earthquake,...

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Main Author: Karimi, Najia
Format: Thesis
Language:English
Published: 2018
Online Access:https://ir.uitm.edu.my/id/eprint/92033/1/92033.pdf
https://ir.uitm.edu.my/id/eprint/92033/
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spelling my.uitm.ir.920332024-03-26T03:29:24Z https://ir.uitm.edu.my/id/eprint/92033/ Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi Karimi, Najia Four bay nine-storey tunnel form building with reinforced concrete rigid shear walls had been designed using STAAD PRO V8i program in accordance to British Code (BS8110) and modelled using Ruaumoko 2D under seven past earthquake excitations. These ground motions are the 1986 Mexico City Earthquake, the Norway Earthquake, the 1940 EL-Centro North South Earthquake, the Grace Earthquake, the 1971 Pacoima Dam Earthquake, the 1940EL-Centro East West Earthquake and the 2007 Bukit Tinggi Earthquake. The four bay nine-storey tunnel form building had been modelled and run under seven past ground motions records based on time history-analysis by considering the nonlinear behaviour of the construction materials. 2018 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/92033/1/92033.pdf Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi. (2018) Masters thesis, thesis, Universiti Teknologi MARA (UiTM).
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
description Four bay nine-storey tunnel form building with reinforced concrete rigid shear walls had been designed using STAAD PRO V8i program in accordance to British Code (BS8110) and modelled using Ruaumoko 2D under seven past earthquake excitations. These ground motions are the 1986 Mexico City Earthquake, the Norway Earthquake, the 1940 EL-Centro North South Earthquake, the Grace Earthquake, the 1971 Pacoima Dam Earthquake, the 1940EL-Centro East West Earthquake and the 2007 Bukit Tinggi Earthquake. The four bay nine-storey tunnel form building had been modelled and run under seven past ground motions records based on time history-analysis by considering the nonlinear behaviour of the construction materials.
format Thesis
author Karimi, Najia
spellingShingle Karimi, Najia
Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi
author_facet Karimi, Najia
author_sort Karimi, Najia
title Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi
title_short Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi
title_full Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi
title_fullStr Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi
title_full_unstemmed Modelling of four bay nine-storey tunnel form building using Ruaumoko 2D program / Najia Karimi
title_sort modelling of four bay nine-storey tunnel form building using ruaumoko 2d program / najia karimi
publishDate 2018
url https://ir.uitm.edu.my/id/eprint/92033/1/92033.pdf
https://ir.uitm.edu.my/id/eprint/92033/
_version_ 1794641585346969600
score 13.211869

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