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Baca Juga : ANALISIS KINERJA STRUKTUR GEDUNG BETON BERTULANG ASIMETRIS DENGAN BASE ISOLATOR MENGGUNAKAN ANALISIS BEBAN DORONG (PUSHOVER) (Iqlal Suriansyah, 2020) ,

Baca Juga : EVALUASI KINERJA STRUKTUR BANGUNAN GEDUNG SERBA GUNA KABUPATEN PIDIE JAYA AKIBAT GEMPA DENGAN MENGGUNAKAN ANALISIS PUSHOVER (Shofiyatul Khairiyah Nasty, 2019) ,

; 1,5; 2,0; dan 2,5, dimana nilai ? tersebut akan mempengaruhi nilai kekakuan, redaman dan properti gaya geser base isolator hdrb tersebut. bangunan yang dianalisis merupakan bangunan beton bertulang asimetris (l-shape) bertingkat 10, dengan klasifikasi tanah sedang berlokasi di kota banda aceh, berfungsi untuk perkantoran. metode analisis yang digunakan adalah analisis pushover dengan program bantuan sap2000. hasil penelitian menunjukkan peningkatan periode alami struktur base isolated dibandingkan dengan struktur fixed base rata-rata mencapai 2.030 kali. interstory drift pada struktur base isolated lebih kecil dibandingkan dengan struktur fixed base baik dalam arah x maupun y. penggunaan base isolator dapat mereduksi base shear pada arah x dan y bangunan rata-rata mencapai 32.84 % dan 32,19 %. evaluasi level kinerja struktur menurut atc-40 berada pada level kinerja damage control (dc) sedangkan menurut fema?356 berada di level immediate occupancy (io) - life safety (ls). the idea of earthquake resistant buildings is buildings are not designed by strengthening their structural resistance to earthquake forces but rather how to reduce earthquake forces working on these buildings. this structural system that can reduce earthquake forces is known as base isolation. when an earthquake occurs, the asymmetrical building will receive the lateral force will work very large in the meeting area of to fields, it is expected the building can withstand earthquake force without significant damage to the structure. the purpose of this study is to evaluate performance comparison of reinforced concrete buildings using base isolators as an alternative to reducing earthquake loads. the structure of building to be planned consists of 2 conditions, namely 1 building structure fixed base and 4 base isolator with value variations shear strain (?). the base isolator used is high dumper rubber bearing (hdrb) type. the value ? used in this study is 1.0; 1.5; 2.0; and 2.5, the value of ? will affect the value of stiffness, attenuation and shear property of hdrb. the building to be analyzed is a 10-story asymmetrical reinforced concrete building (l-shape), located on a medium land in banda aceh, functioning for offices. analytical method to be used is pushover analysis with sap2000 assistance program. results showed an increase in natural period of base isolated structures compared to fixed base structures reaching an average of 2,030 times. interstory drifts on base isolated structures are smaller than fixed base structures in both x and y directions. the use of base isolator can reduce base shear in direction of x and y buildings reaching an average of 32.84% and 32.19%. evaluation of structure performance, according to atc-40, is at performance level of damage control (dc) while according to fema-356 is at immediate occupancy (io) - life safety (ls)

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