Increment of material usage in construction of four storey reinforced concrete building due to seismic design
Malaysia is fortunate because it is located outside the Pacific Ring-Fire region which is seismically active. However, it still exposes to earthquake hazard from Far-Field earthquake from neighbouring countries. In Peninsular, it is exposes to Sumatra-Andaman earthquake from Indonesia. In East Malay...
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| Format: | Conference or Workshop Item |
| Language: | English |
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IOP Publishing Ltd
2021
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| Online Access: | http://umpir.ump.edu.my/id/eprint/30832/ http://umpir.ump.edu.my/id/eprint/30832/1/Increment%20of%20material%20usage%20in%20construction%20of%20four%20storey%20reinforced.pdf |
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| author | Putra Jaya, Ramadhansyah M. I., Adiyanto Noram Irwan, Ramli Noor Sheena Herayani, Harith S.M.S.A., Razak Syed Abdul Haris, Syed Mustapa |
| author_facet | Putra Jaya, Ramadhansyah M. I., Adiyanto Noram Irwan, Ramli Noor Sheena Herayani, Harith S.M.S.A., Razak Syed Abdul Haris, Syed Mustapa |
| author_sort | Putra Jaya, Ramadhansyah |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Malaysia is fortunate because it is located outside the Pacific Ring-Fire region which is seismically active. However, it still exposes to earthquake hazard from Far-Field earthquake from neighbouring countries. In Peninsular, it is exposes to Sumatra-Andaman earthquake from Indonesia. In East Malaysia, to states namely as Sabah and Sarawak are expose to Philippines earthquake. Besides, Malaysia also experienced earthquakes from local faults such as Bukit Tinggi in 2007. On 5th June 2015, a moderate earthquake with Mw6.1 occurred in Ranau, Sabah which caused 18 fatalities. The same event also caused damage to 61 buildings around Ranau and Kundasang. For the sake of safety, construction of new buildings in Malaysia has to consider seismic design. This paper presents a study to evaluate the increment of construction materials used due to consideration of seismic design. A typical four-storey generic reinforced concrete school building had been used as model. This study adjusted the value of reference peak ground acceleration, α gR in modelling, analysis, and design process. The concrete grade was fixed as C30. Four soil types had been considered for all models with seismic design consideration. Findings from this study demonstrate that the consideration of seismic design caused the increment of steel reinforcement around 16% to 32% for beam and 1% to 14% for column. In term of cost of structural work, consideration of seismic design increases the cost in range of 2% to 5% compared to the nonseismic design. Therefore, it is worth for Malaysia to fully implement the seismic design in new development. |
| first_indexed | 2025-11-15T02:59:53Z |
| format | Conference or Workshop Item |
| id | ump-30832 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:59:53Z |
| publishDate | 2021 |
| publisher | IOP Publishing Ltd |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-308322021-04-27T06:11:30Z http://umpir.ump.edu.my/id/eprint/30832/ Increment of material usage in construction of four storey reinforced concrete building due to seismic design Putra Jaya, Ramadhansyah M. I., Adiyanto Noram Irwan, Ramli Noor Sheena Herayani, Harith S.M.S.A., Razak Syed Abdul Haris, Syed Mustapa TA Engineering (General). Civil engineering (General) Malaysia is fortunate because it is located outside the Pacific Ring-Fire region which is seismically active. However, it still exposes to earthquake hazard from Far-Field earthquake from neighbouring countries. In Peninsular, it is exposes to Sumatra-Andaman earthquake from Indonesia. In East Malaysia, to states namely as Sabah and Sarawak are expose to Philippines earthquake. Besides, Malaysia also experienced earthquakes from local faults such as Bukit Tinggi in 2007. On 5th June 2015, a moderate earthquake with Mw6.1 occurred in Ranau, Sabah which caused 18 fatalities. The same event also caused damage to 61 buildings around Ranau and Kundasang. For the sake of safety, construction of new buildings in Malaysia has to consider seismic design. This paper presents a study to evaluate the increment of construction materials used due to consideration of seismic design. A typical four-storey generic reinforced concrete school building had been used as model. This study adjusted the value of reference peak ground acceleration, α gR in modelling, analysis, and design process. The concrete grade was fixed as C30. Four soil types had been considered for all models with seismic design consideration. Findings from this study demonstrate that the consideration of seismic design caused the increment of steel reinforcement around 16% to 32% for beam and 1% to 14% for column. In term of cost of structural work, consideration of seismic design increases the cost in range of 2% to 5% compared to the nonseismic design. Therefore, it is worth for Malaysia to fully implement the seismic design in new development. IOP Publishing Ltd 2021 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/30832/1/Increment%20of%20material%20usage%20in%20construction%20of%20four%20storey%20reinforced.pdf Putra Jaya, Ramadhansyah and M. I., Adiyanto and Noram Irwan, Ramli and Noor Sheena Herayani, Harith and S.M.S.A., Razak and Syed Abdul Haris, Syed Mustapa (2021) Increment of material usage in construction of four storey reinforced concrete building due to seismic design. In: IOP Conference Series: Earth and Environmental Science, 4th National Colloquium on Wind and Earthquake Engineering , 16-17 October 2020 , Putrajaya, Malaysia. pp. 1-8., 682 (1). ISSN 1755-1307 (Print); 1755-1315 (Online) (Published) https://doi.org/10.1088/1755-1315/682/1/012051 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Putra Jaya, Ramadhansyah M. I., Adiyanto Noram Irwan, Ramli Noor Sheena Herayani, Harith S.M.S.A., Razak Syed Abdul Haris, Syed Mustapa Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| title | Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| title_full | Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| title_fullStr | Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| title_full_unstemmed | Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| title_short | Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| title_sort | increment of material usage in construction of four storey reinforced concrete building due to seismic design |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/30832/ http://umpir.ump.edu.my/id/eprint/30832/ http://umpir.ump.edu.my/id/eprint/30832/1/Increment%20of%20material%20usage%20in%20construction%20of%20four%20storey%20reinforced.pdf |