A COMPARATIVE STUDY ON STRUCTURE IN BUILDING USING DIFFERENT PARTITION RECEIVING EXPENSE EARTHQUAKE

Abstract

Light weight building is one of the principles earthquake resistant building design. The size of the
seismic forces that building received depends on the total weight of the building and the earthquake that hit the
acceleration (F = ma). The heavier a building, the greater the seismic forces that will occur in the building. This
study will show the comparison of the behavior V-story building structure, deviation (deplection horizontal) and
the reinforcement columns for three diffrent types of building which is using different materials partition, ie
partition with material brick, concrete block and lightweight concrete (Hebel). It was simulated using software
SAP2000 to get all three. Simulated object is a 10 storey building with 35 m total height which is 3.5 m height
for each floors, located in an earthquake zone 4, the criteria and the soil being analyzed by static method
equivalents. The simulation results showed that the bigest value of V-story, deviation and reinforcement column
contained in the building material brick partitions, while the smallest is the partition material Hebel. Hebel
partitions large percentage decrease compared to brick partition for V-story, deviation and reinforcing successive
columns are 16.1; 15.3%; 18.0%.