<![CDATA[Abstrak Energi yang dipancarkan oleh gempa adalah berupa energi gelombang yang dapat menyebabkan deformasi pada stuktur, baik dalam arah vertikal maupun dalam arah horizontal. Penggunaan dinding geser (shear wall) merupakan salah satu syarat agar bangunan tingkat tinggi mampu menahan gaya lateral yang terjadi. Terdapat 3 jenis dinding geser (shear wall) yaitu bearing wall, frame wall, dan core wall.Dalam penelitian ini struktur bangunan menggunakan jenis dinding geser bearing walldengan 5 variasi perletakan dengan analisis menggunakan bantuan program aplikasi SAP2000. Penelitian ini bertujuan untuk mengetahui variasi mana yang paling tepat dari kelima variasi yang telah direncakan, dengan menggunakan ketentuan berdasarkan kontrol dari simpangan antar lantai. Berdasarkan hasil yang telah didapatkan dari kontrol analisis simpangan antar lantai terhadap dinding geser bearing wall menggunakan program aplikasi SAP2000, variasi dinding geser bearing wall yang paling tepat terdapat pada variasi ke 3 dengan nilai simpangan antar lantai terbesar arah x sebesar 1,64509 mm dan arah y sebesar 0,82238 mm. Simpangan antar lantai dengan nilai terkecil dianggap paling aman dalam menahan gaya lateral seperti beben gempa yang terjadi pada struktur. Kata Kunci: Dinding Geser, Bearing Wall, SAP2000, Simpangan Antar Lantai Abstract The energy emitted by an earthquake is in the form of wave energy that can cause deformation of the structure, both in the vertical direction and in the horizontal direction. The use of shear walls is one of the requirements so that high-rise buildings are able to withstand the lateral forces that occur. There are 3 types of shear walls, namely bearing walls, frame walls, and core walls. In this study, the building structure uses a bearing wall type of shear wall with 5 variations of placement with analysis using the SAP2000 application program. This study aims to determine which variation is the most appropriate of the five variations that have been planned, using the provisions based on the control of the deviation between floors. Based on the results that have been obtained from the control of the analysis of the deviation between floors of the bearing wall shear wall using the SAP2000 application program, the most appropriate variation of the bearing wall shear wall is in the 3rd variation with the largest value of the deviation between floors in the x direction of 1,64509 mm and the y direction of 0.82238 mm. The deviation between floors with the smallest value is considered the safest in resisting lateral forces such as earthquake loads that occur in the structure. Keywords: Shear Wall, Bearing Wall, SAP2000, Interfloor Deviation]]>
