@thesis{thesis,
		author={Fatah  Akbar Giynasiar},
		title ={Study Perencanaan Bangunan Atas Gedung Permata Indah Di Desa Kedung Dowo Kabupaten Nganjuk},
		year={2020},
		url={http://repository.unik-kediri.ac.id/213/},
		abstract={Building construction is an object of a certain part of a building. In planning an earthquake-resistant building structure, one of the methods used is the Intermediate Moment Bearer Frame System (SRPMM). Based on SNI 03-1726-2012, SNI 03-2847-2013, and SNI 1727-2013. In modeling made using SAP 2000 V20. The planning of the Permata Indah building, which is located in Nganjuk Regency, is reviewed using static equivalent and response spectrum. The moment-bearing frame system is a system in which the components and joints resist bending, shear, and axial forces. In this case, the moment-bearing frame system has a concept on the ductile portal structure system for joints or joints between columns and plastic beams. The calculated structural part is a floor plate that uses evenly distributed loads in the form of trapezoidal loads and triangular loads; beam and column systems use concrete with analysis and calculation using the SAP 2000 V20 program. 9-D16 stirrup reinforcement Ø10-80, beam size 20cm x 25cm with main reinforcement 6-D16 stirrup Ø10-90, column size 30 cmx55 cm with main reinforcement 10-D16 stirrup 3 Ø10-110, practical column 15cm x 15cm 10 -D19 stirrup 3 Ø10-110, x and y-direction plate size Ø10-150 and Ø10-150.

Keywords: SRPMM, static equivalent, spectrum response.}
		}