Application of seismic resisting systems for building construction in Malaysia

Nor Baizura Hamid, Siti Noraiza Binti Ab Razak, Mohd Erwan Sanik, Mardiha Mokhtar, Suhaila Sahat, Masiri Kaamin, Mohd Zakwan Ramli

Research output: Contribution to journalArticle

Abstract

Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world since the damage of the building caused huge losses as well as contributing to the loss of life due to burial and so forth. Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. In this study, three types of model that consist of base frame, shear wall and braced frame are designed using STAAD Pro Software to obtain their displacement reading. Important data such as seismic parameters and load cases which is Zone factor: 0.24, Response reduction factor: 5, Importance factor: 1.5, Structure type: Concrete, Damping: 0.05, Foundation soil type: Medium, Dead load intensity at all floor levels: 6kN/m2, Live load for roof: 1.5kN/m2 and Live load for other floors: 3kN/m2 are inserted. The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model.

Original languageEnglish
Pages (from-to)71-75
Number of pages5
JournalInternational Journal of Recent Technology and Engineering
Volume8
Issue number2 Special Issue 2
DOIs
Publication statusPublished - Jul 2019

Fingerprint

Shear walls
Roofs
Loads (forces)
Earthquakes
Damping
Earth (planet)
Concretes
Soils
Engineers
Malaysia
Node
Factors
Damage
Earthquake
Software
System design
Soil

All Science Journal Classification (ASJC) codes

  • Engineering(all)
  • Management of Technology and Innovation

Cite this

Hamid, Nor Baizura ; Razak, Siti Noraiza Binti Ab ; Sanik, Mohd Erwan ; Mokhtar, Mardiha ; Sahat, Suhaila ; Kaamin, Masiri ; Ramli, Mohd Zakwan. / Application of seismic resisting systems for building construction in Malaysia. In: International Journal of Recent Technology and Engineering. 2019 ; Vol. 8, No. 2 Special Issue 2. pp. 71-75.
@article{0ffe3aa57a074d458d404c74b448dd28,
title = "Application of seismic resisting systems for building construction in Malaysia",
abstract = "Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world since the damage of the building caused huge losses as well as contributing to the loss of life due to burial and so forth. Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. In this study, three types of model that consist of base frame, shear wall and braced frame are designed using STAAD Pro Software to obtain their displacement reading. Important data such as seismic parameters and load cases which is Zone factor: 0.24, Response reduction factor: 5, Importance factor: 1.5, Structure type: Concrete, Damping: 0.05, Foundation soil type: Medium, Dead load intensity at all floor levels: 6kN/m2, Live load for roof: 1.5kN/m2 and Live load for other floors: 3kN/m2 are inserted. The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model.",
author = "Hamid, {Nor Baizura} and Razak, {Siti Noraiza Binti Ab} and Sanik, {Mohd Erwan} and Mardiha Mokhtar and Suhaila Sahat and Masiri Kaamin and Ramli, {Mohd Zakwan}",
year = "2019",
month = "7",
doi = "10.35940/ijrte.B1013.0782S219",
language = "English",
volume = "8",
pages = "71--75",
journal = "International Journal of Recent Technology and Engineering",
issn = "2277-3878",
publisher = "Blue Eyes Intelligence Engineering and Sciences Publication",
number = "2 Special Issue 2",

}

Application of seismic resisting systems for building construction in Malaysia. / Hamid, Nor Baizura; Razak, Siti Noraiza Binti Ab; Sanik, Mohd Erwan; Mokhtar, Mardiha; Sahat, Suhaila; Kaamin, Masiri; Ramli, Mohd Zakwan.

In: International Journal of Recent Technology and Engineering, Vol. 8, No. 2 Special Issue 2, 07.2019, p. 71-75.

Research output: Contribution to journalArticle

TY - JOUR

T1 - Application of seismic resisting systems for building construction in Malaysia

AU - Hamid, Nor Baizura

AU - Razak, Siti Noraiza Binti Ab

AU - Sanik, Mohd Erwan

AU - Mokhtar, Mardiha

AU - Sahat, Suhaila

AU - Kaamin, Masiri

AU - Ramli, Mohd Zakwan

PY - 2019/7

Y1 - 2019/7

N2 - Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world since the damage of the building caused huge losses as well as contributing to the loss of life due to burial and so forth. Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. In this study, three types of model that consist of base frame, shear wall and braced frame are designed using STAAD Pro Software to obtain their displacement reading. Important data such as seismic parameters and load cases which is Zone factor: 0.24, Response reduction factor: 5, Importance factor: 1.5, Structure type: Concrete, Damping: 0.05, Foundation soil type: Medium, Dead load intensity at all floor levels: 6kN/m2, Live load for roof: 1.5kN/m2 and Live load for other floors: 3kN/m2 are inserted. The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model.

AB - Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world since the damage of the building caused huge losses as well as contributing to the loss of life due to burial and so forth. Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. In this study, three types of model that consist of base frame, shear wall and braced frame are designed using STAAD Pro Software to obtain their displacement reading. Important data such as seismic parameters and load cases which is Zone factor: 0.24, Response reduction factor: 5, Importance factor: 1.5, Structure type: Concrete, Damping: 0.05, Foundation soil type: Medium, Dead load intensity at all floor levels: 6kN/m2, Live load for roof: 1.5kN/m2 and Live load for other floors: 3kN/m2 are inserted. The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model.

UR - http://www.scopus.com/inward/record.url?scp=85071375133&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85071375133&partnerID=8YFLogxK

U2 - 10.35940/ijrte.B1013.0782S219

DO - 10.35940/ijrte.B1013.0782S219

M3 - Article

AN - SCOPUS:85071375133

VL - 8

SP - 71

EP - 75

JO - International Journal of Recent Technology and Engineering

JF - International Journal of Recent Technology and Engineering

SN - 2277-3878

IS - 2 Special Issue 2

ER -