![]() Structural modeling published in SNI 1727-2013 (concerning loading), SNI 2847-2013 (concerning concrete structure requirements), SNI 1726-2012 (regarding earthquake repair planning), and PPIUG-1983 (concerning Indonesian loading regulations for buildings). The research method starts by analyzing the existing conditions, checking the quality of the concrete, then analyzing the structure using the help of the ETABS V9.7.4 program, and analyzing the column structure using the spColumn program. The buildings analyzed were Utsman Bin Affan building TK A and TK B which functioned as places for learning and teaching. This study evolved the structure of the school building in terms of the structure of the column and beam elements for the safety and security of its inhabitants. 03, Bubulak, Kecamatan Bogor Barat, Kota Bogor. Sekolah Islam Terpadu Aliya Bogor is located at Jalan Gardu Raya No. P>Indonesia's tectonic conditions at the meeting of the world's large plates and several small plates that cause the area associated with earthquakes, based on data from the Bogor City Disaster Mitigation, Bogor City is located in an earthquake prone area. Overall, the results showed that the optimal form of the single-outrigger systems’ efficiency is 17 percent higher than the conventional model (Cap model) in the reduction of the top displacement of the building under lateral loads. Placing an outrigger at the top level of the building termed Cap model led to a reduction in lateral drift by 72 percent, while it reached 84 percent, where it placed at 0.4 height of the building hereinafter called Optimal model. The results confirm that by changing an outrigger’s position throughout the height of the building, the strength and stiffness will experience significant changes. The performance of single-outrigger systems under uniform loading was measured through lateral displacement and drift. BELAJAR SAP 2000 PDF SOFTWAREAn innovative Stiffness Ratio Method (SRM) technique has been utilised for small-scale 3-D modeling using Finite Element Modeling (FEM) in Abaqus/CAE software commercial program. For this purpose, a pushover analysis was carried out on different forms of the single-outrigger braced high rise buildings to capture the seismic response. This study investigated the seismic behaviour of the single-outrigger frame systems and proposed the optimum location of the outrigger in tall buildings compared to conventional approaches. This means that if there is a movement of land, the structure of the house is declared stable and has adequate service capacity and damage non-structural part is still controlled.Ībstract. From result of modeling analysis referring to FEMA 356 obtained value C 0 = 1.0 C 1 = 1.378 C 2 = 1.0 C 3 = 1.0 Sa = 1.011 and Te = 0.2206, which states the value of the displacement target is 0.02 m which is categorized to be at ‘The Life Safety’ (LS) performance level. The results of the analysis of urban residential building structures shown in 3D form, obtained values for column structure elements almost close to failure are marked with orange color, while for the element of the beam structure is declared safe marked with green color. Specification of simple urban residential building using the reinforced concrete material with the quality of concrete (fc’) 17 MPa, 15x15 cm column dimension, 15x18 cm beam dimension and 4D12 BJTP main reinforcement, and shear reinforcement D8-20. The structure and modeling analysis using SAP 2000-V10 and Indonesia Standard. Based on these conditions, it is necessary to evaluate buildings in accordance with FEMA on the safety level of buildings. ![]() BELAJAR SAP 2000 PDF HOW TOTherefore they need to stay aware about potential collapse of several parts of house structures, and then understand how to evacuate to safer area, outside of the house after the incident was stopped. In that area, there are some houses that have been damaged by the movement of land and landslides that can threaten the safety of its inhabitants. In the city of Bogor, especially in the densely populated village of Kayumanis, there are areas that have the potential of landslides. Simple urban residential building must meet the technical requirements set forth in the building and structure law number 28 of 2002. ![]()
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