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Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia

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@article{IJASEIT11613,
   author = {- Fauzan and Febrin Anas Ismail and David Azmi and Zev Al Jauhari},
   title = {Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {11},
   number = {4},
   year = {2021},
   pages = {1567--1573},
   keywords = {Steel-concrete composite; earthquake load; strengthening; steel bracing; reinforcement bar.},
   abstract = {The Law Faculty Hall building is one of the composite steel-concrete building structures in Andalas University, Padang, Indonesia. This building was designed according to the old Indonesian seismic code (SNI 1726-2002). The building was first constructed in 2006. However, it cannot be completed in the year due to the lack of the university budget. In 2012, the revised seismic code (SNI 1726-2012) was published, so evaluating the building structure should be carried out according to the revised code.  The building's analysis results based on SNI 1726-2012 show that the existing building could not carry the combination of loads acting on the building structure. Therefore, the building should be strengthened before continuing the construction to meet the new performance-based seismic design techniques' requirements. In this study, there are three strengthening methods recommended and analyzed: (a) Installment of inverted V-type steel bracing (IWF 200.100.5.5.8) to the structural frames; (b) Increase of the web thickness of the IWF beams; and (c) Addition of the longitudinal steel bar (4 D10) and shear reinforcement (Ø8-150mm) to the composite beams. The building performance is evaluated in terms of the structural elements' load-bearing capacity, story drifts, and lateral displacements. The results show that all the strengthening methods improve the building's structural capacity to resist the applied loads. Therefore, reinforcement bars to the composite beams were recommended as the best method to strengthen the building due to cost-effectiveness and ease installed.},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=11613},
   doi = {10.18517/ijaseit.11.4.11613}
}

EndNote

%A Fauzan, -
%A Ismail, Febrin Anas
%A Azmi, David
%A Jauhari, Zev Al
%D 2021
%T Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia
%B 2021
%9 Steel-concrete composite; earthquake load; strengthening; steel bracing; reinforcement bar.
%! Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia
%K Steel-concrete composite; earthquake load; strengthening; steel bracing; reinforcement bar.
%X The Law Faculty Hall building is one of the composite steel-concrete building structures in Andalas University, Padang, Indonesia. This building was designed according to the old Indonesian seismic code (SNI 1726-2002). The building was first constructed in 2006. However, it cannot be completed in the year due to the lack of the university budget. In 2012, the revised seismic code (SNI 1726-2012) was published, so evaluating the building structure should be carried out according to the revised code.  The building's analysis results based on SNI 1726-2012 show that the existing building could not carry the combination of loads acting on the building structure. Therefore, the building should be strengthened before continuing the construction to meet the new performance-based seismic design techniques' requirements. In this study, there are three strengthening methods recommended and analyzed: (a) Installment of inverted V-type steel bracing (IWF 200.100.5.5.8) to the structural frames; (b) Increase of the web thickness of the IWF beams; and (c) Addition of the longitudinal steel bar (4 D10) and shear reinforcement (Ø8-150mm) to the composite beams. The building performance is evaluated in terms of the structural elements' load-bearing capacity, story drifts, and lateral displacements. The results show that all the strengthening methods improve the building's structural capacity to resist the applied loads. Therefore, reinforcement bars to the composite beams were recommended as the best method to strengthen the building due to cost-effectiveness and ease installed.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=11613
%R doi:10.18517/ijaseit.11.4.11613
%J International Journal on Advanced Science, Engineering and Information Technology
%V 11
%N 4
%@ 2088-5334

IEEE

- Fauzan,Febrin Anas Ismail,David Azmi and Zev Al Jauhari,"Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia," International Journal on Advanced Science, Engineering and Information Technology, vol. 11, no. 4, pp. 1567-1573, 2021. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.11.4.11613.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Fauzan, -
AU  - Ismail, Febrin Anas
AU  - Azmi, David
AU  - Jauhari, Zev Al
PY  - 2021
TI  - Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 11 (2021) No. 4
Y2  - 2021
SP  - 1567
EP  - 1573
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - Steel-concrete composite; earthquake load; strengthening; steel bracing; reinforcement bar.
N2  - The Law Faculty Hall building is one of the composite steel-concrete building structures in Andalas University, Padang, Indonesia. This building was designed according to the old Indonesian seismic code (SNI 1726-2002). The building was first constructed in 2006. However, it cannot be completed in the year due to the lack of the university budget. In 2012, the revised seismic code (SNI 1726-2012) was published, so evaluating the building structure should be carried out according to the revised code.  The building's analysis results based on SNI 1726-2012 show that the existing building could not carry the combination of loads acting on the building structure. Therefore, the building should be strengthened before continuing the construction to meet the new performance-based seismic design techniques' requirements. In this study, there are three strengthening methods recommended and analyzed: (a) Installment of inverted V-type steel bracing (IWF 200.100.5.5.8) to the structural frames; (b) Increase of the web thickness of the IWF beams; and (c) Addition of the longitudinal steel bar (4 D10) and shear reinforcement (Ø8-150mm) to the composite beams. The building performance is evaluated in terms of the structural elements' load-bearing capacity, story drifts, and lateral displacements. The results show that all the strengthening methods improve the building's structural capacity to resist the applied loads. Therefore, reinforcement bars to the composite beams were recommended as the best method to strengthen the building due to cost-effectiveness and ease installed.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=11613
DO  - 10.18517/ijaseit.11.4.11613

RefWorks

RT Journal Article
ID 11613
A1 Fauzan, -
A1 Ismail, Febrin Anas
A1 Azmi, David
A1 Jauhari, Zev Al
T1 Structural Evaluation and Strengthening Strategy of the Law Faculty Hall Building in Andalas University, Padang, Indonesia
JF International Journal on Advanced Science, Engineering and Information Technology
VO 11
IS 4
YR 2021
SP 1567
OP 1573
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 Steel-concrete composite; earthquake load; strengthening; steel bracing; reinforcement bar.
AB The Law Faculty Hall building is one of the composite steel-concrete building structures in Andalas University, Padang, Indonesia. This building was designed according to the old Indonesian seismic code (SNI 1726-2002). The building was first constructed in 2006. However, it cannot be completed in the year due to the lack of the university budget. In 2012, the revised seismic code (SNI 1726-2012) was published, so evaluating the building structure should be carried out according to the revised code.  The building's analysis results based on SNI 1726-2012 show that the existing building could not carry the combination of loads acting on the building structure. Therefore, the building should be strengthened before continuing the construction to meet the new performance-based seismic design techniques' requirements. In this study, there are three strengthening methods recommended and analyzed: (a) Installment of inverted V-type steel bracing (IWF 200.100.5.5.8) to the structural frames; (b) Increase of the web thickness of the IWF beams; and (c) Addition of the longitudinal steel bar (4 D10) and shear reinforcement (Ø8-150mm) to the composite beams. The building performance is evaluated in terms of the structural elements' load-bearing capacity, story drifts, and lateral displacements. The results show that all the strengthening methods improve the building's structural capacity to resist the applied loads. Therefore, reinforcement bars to the composite beams were recommended as the best method to strengthen the building due to cost-effectiveness and ease installed.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=11613
DO  - 10.18517/ijaseit.11.4.11613