TY - JOUR
T1 - Capacity-based seismic design of a middle-rise residential building in an area of moderately-high seismicity
AU - Hidayat, Banu Ardi
AU - Haryanto, Yanuar
AU - Nuroji,
AU - Sukamta,
AU - Praja, Wisnu Kurnia
AU - Hu, Hsuan Teh
N1 - Funding Information:
The first author acknowledges the partial financial support of the Bank SinoPac Taiwan in the form of the Establishment of Bank SinoPac Encouragement Student Aid in National Cheng Kung University.
Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2020/12/18
Y1 - 2020/12/18
N2 - As Indonesia is located across three active tectonic plates, it is prone to a high potential earthquake threat. Strict regulations have been introduced to prevent damage to buildings caused by seismic activity. This study aims to examine the behavior of a middle-rise residential building in a moderately-high seismicity area (i.e. Semarang City) and the design of the Reinforced Concrete (RC) members under seismic load. The design was based on the capacity method and the strong column-weak beam concept was applied to the plastic hinge effect that occurred in the beam. Therefore, the analytical computation was performed, taking the structural seismic response into account. Also, the code-based design calculation of RC members was achieved. The measured structural response showed that the building fulfilled the requirements stated in the Indonesia Code of Earthquake-based Design. The first two modes of the building translated in the Y and X directions, which is the preferred response under the earthquake. The story-drifts that occurred were within the acceptable limits and the structural stiffness in the X and Y directions were found to be similar. Finally, the exact design of RC members was found to satisfy the code.
AB - As Indonesia is located across three active tectonic plates, it is prone to a high potential earthquake threat. Strict regulations have been introduced to prevent damage to buildings caused by seismic activity. This study aims to examine the behavior of a middle-rise residential building in a moderately-high seismicity area (i.e. Semarang City) and the design of the Reinforced Concrete (RC) members under seismic load. The design was based on the capacity method and the strong column-weak beam concept was applied to the plastic hinge effect that occurred in the beam. Therefore, the analytical computation was performed, taking the structural seismic response into account. Also, the code-based design calculation of RC members was achieved. The measured structural response showed that the building fulfilled the requirements stated in the Indonesia Code of Earthquake-based Design. The first two modes of the building translated in the Y and X directions, which is the preferred response under the earthquake. The story-drifts that occurred were within the acceptable limits and the structural stiffness in the X and Y directions were found to be similar. Finally, the exact design of RC members was found to satisfy the code.
UR - http://www.scopus.com/inward/record.url?scp=85098538306&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85098538306&partnerID=8YFLogxK
U2 - 10.1088/1757-899X/982/1/012033
DO - 10.1088/1757-899X/982/1/012033
M3 - Conference article
AN - SCOPUS:85098538306
SN - 1757-8981
VL - 982
JO - IOP Conference Series: Materials Science and Engineering
JF - IOP Conference Series: Materials Science and Engineering
IS - 1
M1 - 012033
T2 - 2nd International Conference in Engineering, Technology and Innovative Researches, ICETIR 2020
Y2 - 2 September 2020 through 3 September 2020
ER -