Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PERBANDINGAN ANALISIS GEMPA STATIK EKIVALEN KELAS SITUS TANAH KHUSUS DENGAN KELAS SITUS TANAH LUNAK BERDASARKAN SNI 1726-2019
One of the factors that influence planning of earthquake-resistant building structures is condition of the soil layer and analysis structure. This research discusses about the analysis of static equivalent earthquake to site class F (SF) compare with site class E (SE) based on SNI 1726-2019. For site class F (SF) using the design response spectrum with the design response spectral acceleration for each period not to take more than 80% of the spectral acceleration value specified for the site class E, and then analyzed with using a dynamic response spectrum analysis method at the location of site class F or identified as site class F with the fulfillment requirements as site class F, has the potential for liquefaction. While for site class E (SE) uses the parameters be appointed by SNI 1726-2019. This study aims to compare the increase in earthquake load from static equivalent that occurs in site class F and site class E. The results of the static equivalent analysis show that the value of seismic base shear for site class E (SE) is 14687,085 kN, and site class F (SF) is 16155.793 kN has increased by 10.3%, this affects the calculation of the equivalent lateral force on each floor of the building structure
PERBANDINGAN ANALISIS GEMPA STATIK EKIVALEN KELAS SITUS TANAH KHUSUS DENGAN KELAS SITUS TANAH LUNAK BERDASARKAN SNI 1726-2019
One of the factors that influence planning of earthquake-resistant building structures is condition of the soil layer and analysis structure. This research discusses about the analysis of static equivalent earthquake to site class F (SF) compare with site class E (SE) based on SNI 1726-2019. For site class F (SF) using the design response spectrum with the design response spectral acceleration for each period not to take more than 80% of the spectral acceleration value specified for the site class E, and then analyzed with using a dynamic response spectrum analysis method at the location of site class F or identified as site class F with the fulfillment requirements as site class F, has the potential for liquefaction. While for site class E (SE) uses the parameters be appointed by SNI 1726-2019. This study aims to compare the increase in earthquake load from static equivalent that occurs in site class F and site class E. The results of the static equivalent analysis show that the value of seismic base shear for site class E (SE) is 14687,085 kN, and site class F (SF) is 16155.793 kN has increased by 10.3%, this affects the calculation of the equivalent lateral force on each floor of the building structure
PERBANDINGAN ANALISIS GEMPA STATIK EKIVALEN KELAS SITUS TANAH KHUSUS DENGAN KELAS SITUS TANAH LUNAK BERDASARKAN SNI 1726-2019
Halimatusadiyah, Halimatusadiyah (Autor:in) / Srihandayani, Susy (Autor:in) / Desriyati, Welly (Autor:in)
17.01.2022
doi:10.32502/jbearing.4182202172
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil; Vol 7, No 2 (2021): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil; 90-95 ; 2623-1409 ; 2085-6261 ; 10.32502/jbearing.72
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
720
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