Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads
Since the earthquake and tsunami that happened on 26th December 2004 in Sumatra, it has increased the awareness and urged engineers in Malaysia to identify the importance of considering the earthquake impact to the building structures. In this project, a plan of a medium rise building is selec...
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| Format: | Monograph |
| Language: | en |
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Universiti Sains Malaysia
2006
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| Online Access: | http://eprints.usm.my/58227/1/Analysis%20Of%20Medium%20Rise%20Reinforced%20Concrete%20Building%20Subjected%20To%20Lateral%20Loads_Nadia%20Mohamad%20Nashuki.pdf http://eprints.usm.my/58227/ |
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| _version_ | 1834506767973744640 |
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| author | Mohamad Nashuki, Nadia |
| author_facet | Mohamad Nashuki, Nadia |
| author_sort | Mohamad Nashuki, Nadia |
| building | Hamzah Sendut Library |
| collection | Institutional Repository |
| content_provider | Universiti Sains Malaysia |
| content_source | USM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Since the earthquake and tsunami that happened on 26th December 2004 in Sumatra, it
has increased the awareness and urged engineers in Malaysia to identify the
importance of considering the earthquake impact to the building structures.
In this project, a plan of a medium rise building is selected. This analysis is about the
earthquake impact or seismic impact, including other forces such as wind load,
gravitational load or selfweight, finishes load, life load and brick wall load with the
consideration of the drift. The analysis is being done with the aid of STAAD III
Release 22.3 software.
From the analysis, it shows that seismic load gave that major lateral deflection to the
building structure, compared to other forces such as wind loads, selfweight and live
load. The total lateral deflection due to seismic load is 39.9mm while wind load is
21.5mm. As for the inter-storey drift, the value of 3mm is due to wind and 5mm for
seismic load.
Even though the drift is in the safe range for the structure, the drift difference for
seismic load is nearly twice the wind loads. This gives an early notice in the
importance of seismic loads consideration for designing any structure in Malaysia. |
| format | Monograph |
| id | my.usm.eprints.58227 |
| institution | Universiti Sains Malaysia |
| language | en |
| publishDate | 2006 |
| publisher | Universiti Sains Malaysia |
| record_format | eprints |
| spelling | my.usm.eprints.58227 http://eprints.usm.my/58227/ Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads Mohamad Nashuki, Nadia T Technology TA Engineering (General). Civil engineering (General) Since the earthquake and tsunami that happened on 26th December 2004 in Sumatra, it has increased the awareness and urged engineers in Malaysia to identify the importance of considering the earthquake impact to the building structures. In this project, a plan of a medium rise building is selected. This analysis is about the earthquake impact or seismic impact, including other forces such as wind load, gravitational load or selfweight, finishes load, life load and brick wall load with the consideration of the drift. The analysis is being done with the aid of STAAD III Release 22.3 software. From the analysis, it shows that seismic load gave that major lateral deflection to the building structure, compared to other forces such as wind loads, selfweight and live load. The total lateral deflection due to seismic load is 39.9mm while wind load is 21.5mm. As for the inter-storey drift, the value of 3mm is due to wind and 5mm for seismic load. Even though the drift is in the safe range for the structure, the drift difference for seismic load is nearly twice the wind loads. This gives an early notice in the importance of seismic loads consideration for designing any structure in Malaysia. Universiti Sains Malaysia 2006-03-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/58227/1/Analysis%20Of%20Medium%20Rise%20Reinforced%20Concrete%20Building%20Subjected%20To%20Lateral%20Loads_Nadia%20Mohamad%20Nashuki.pdf Mohamad Nashuki, Nadia (2006) Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) |
| spellingShingle | T Technology TA Engineering (General). Civil engineering (General) Mohamad Nashuki, Nadia Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads |
| title | Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads |
| title_full | Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads |
| title_fullStr | Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads |
| title_full_unstemmed | Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads |
| title_short | Analysis Of Medium Rise Reinforced Concrete Building Subjected To Lateral Loads |
| title_sort | analysis of medium rise reinforced concrete building subjected to lateral loads |
| topic | T Technology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/58227/1/Analysis%20Of%20Medium%20Rise%20Reinforced%20Concrete%20Building%20Subjected%20To%20Lateral%20Loads_Nadia%20Mohamad%20Nashuki.pdf http://eprints.usm.my/58227/ |
| url_provider | http://eprints.usm.my/ |