Evaluasi Kinerja Struktur Pada Gedung Bertingkat Dengan Analisa Respon Spektrum Menggunakan Software Etabs Versi 2013
AbstractIndonesia is an earthquake-prone country with different levels of seismic activity in each region. The earthquake area in Indonesia is divided into 6 (six) earthquake zones according to SNI 1726 - 2002. Batam is included in the zone 1 (one) area with a low level of seismicity, so the high-rise building structure is planned for earthquakes that have been regulated in SNI 03-1726-2002 and SNI 03-2847-2002. Therefore, this final project discusses the design of earthquake load-bearing structures with ordinary moment resisting frame systems with the aim of getting the best structural system in terms of strength, stiffness, durability and economics of structures in high-rise buildings. The design of the building structure used the 2013 ETABS program with the adjustment of the strength parameters of the material used. Quality of concrete (f'c = 30MPa) & quality of reinforcing steel (fy=400MPa) From the structural design analysis, it is found that the stiffness, strength and resistance of the ordinary moment-bearing frame system with the dimensions of the upper structural components of the main portal are columns measuring 600mm x 900mm and beams measuring 300mm x 700mm.
Copyright (c) 2022 Edi Indera, Putut Prayitno, Fauzan
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Copyright and License
Copyright : Authors who publish their manuscripts in this Journal agree to the following conditions:
The copyright on each article belongs to the author.
The author acknowledges that Zona Teknik: Jurnal Ilmiah has the right to publish for the first time with a Creative Commons Attribution 4.0 International License.
Authors can submit articles separately, arrange for non-exclusive distribution of manuscripts that have been published in this journal into other versions (eg sent to the author's institution respository, publication into books, etc.), by acknowledging that the manuscript has been published for the first time at Zona Teknik: Jurnal Ilmiah;
Zona Teknik: Jurnal Ilmiah is published under the terms of the Creative Commons Attribution 4.0 International License. This license permits anyone to copy and redistribute this material in any form or format, compose, modify, and make derivatives of this material for any purpose, including commercial purposes, as long as they include credit to the Author for the original work.