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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2-s2.0-85102294898 Adiyanto M.I.; Ramadhansyah P.J.; Ramli N.I.; Harith N.S.H.; Razak S.M.S.A.; Mustapa S.A.H.S. Increment of material usage in construction of four storey reinforced concrete building due to seismic design 2021 IOP Conference Series: Earth and Environmental Science 682 1 10.1088/1755-1315/682/1/012051 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85102294898&doi=10.1088%2f1755-1315%2f682%2f1%2f012051&partnerID=40&md5=55bc8b8b634eed8848220d5f4b264498 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. © Published under licence by IOP Publishing Ltd. IOP Publishing Ltd 17551307 English Conference paper All Open Access; Gold Open Access |
author |
Adiyanto M.I.; Ramadhansyah P.J.; Ramli N.I.; Harith N.S.H.; Razak S.M.S.A.; Mustapa S.A.H.S. |
spellingShingle |
Adiyanto M.I.; Ramadhansyah P.J.; Ramli N.I.; Harith N.S.H.; Razak S.M.S.A.; Mustapa S.A.H.S. Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
author_facet |
Adiyanto M.I.; Ramadhansyah P.J.; Ramli N.I.; Harith N.S.H.; Razak S.M.S.A.; Mustapa S.A.H.S. |
author_sort |
Adiyanto M.I.; Ramadhansyah P.J.; Ramli N.I.; Harith N.S.H.; Razak S.M.S.A.; Mustapa S.A.H.S. |
title |
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_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_sort |
Increment of material usage in construction of four storey reinforced concrete building due to seismic design |
publishDate |
2021 |
container_title |
IOP Conference Series: Earth and Environmental Science |
container_volume |
682 |
container_issue |
1 |
doi_str_mv |
10.1088/1755-1315/682/1/012051 |
url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85102294898&doi=10.1088%2f1755-1315%2f682%2f1%2f012051&partnerID=40&md5=55bc8b8b634eed8848220d5f4b264498 |
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. © Published under licence by IOP Publishing Ltd. |
publisher |
IOP Publishing Ltd |
issn |
17551307 |
language |
English |
format |
Conference paper |
accesstype |
All Open Access; Gold Open Access |
record_format |
scopus |
collection |
Scopus |
_version_ |
1809677894765510656 |