@article{Sutrisno_Rusnardi Rahmat Putra_Ganefri_2016, title={A COMPARATIVE STUDY ON STRUCTURE IN BUILDING USING DIFFERENT PARTITION RECEIVING EXPENSE EARTHQUAKE}, volume={13}, url={https://geomatejournal.com/geomate/article/view/1502}, abstractNote={<p>Light weight building is one of the principles earthquake resistant building design. The size of the <br>seismic forces that building received depends on the total weight of the building and the earthquake that hit the <br>acceleration (F = ma). The heavier a building, the greater the seismic forces that will occur in the building. This <br>study will show the comparison of the behavior V-story building structure, deviation (deplection horizontal) and <br>the reinforcement columns for three diffrent types of building which is using different materials partition, ie <br>partition with material brick, concrete block and lightweight concrete (Hebel). It was simulated using software <br>SAP2000 to get all three. Simulated object is a 10 storey building with 35 m total height which is 3.5 m height <br>for each floors, located in an earthquake zone 4, the criteria and the soil being analyzed by static method <br>equivalents. The simulation results showed that the bigest value of V-story, deviation and reinforcement column <br>contained in the building material brick partitions, while the smallest is the partition material Hebel. Hebel <br>partitions large percentage decrease compared to brick partition for V-story, deviation and reinforcing successive <br>columns are 16.1; 15.3%; 18.0%.</p>}, number={37}, journal={GEOMATE Journal}, author={Sutrisno and Rusnardi Rahmat Putra and Ganefri}, year={2016}, month={Jul.}, pages={34–39} }