Study of Shear Wall Placement on Building Structure Performance Using Push Over Analysis

Rohaniawan, Hario Walid (2022) Study of Shear Wall Placement on Building Structure Performance Using Push Over Analysis. Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Indonesia is located between very active tectonic plates, namely the Pacific plate, the Indo-Australian plate and the Eurasian plate. This causes Indonesia to be prone to earthquakes, so buildings must be designed to withstand earthquakes. Earthquake load is a horizontal load that can cause various effects on buildings, one of which is horizontal deviation. High-rise buildings must be considered for rigidity in order to meet the maximum horizontal deviation limits set by applicable regulations. Shear walls are one of the elements used in high-rise buildings with the aim of increasing the horizontal stiffness of the building. This study aims to determine the behavior of the structure on the placement of shear walls. From the results of the study, it was found that there are comparisons of 3 (three) building models, namely, moment resisting structural system without shear walls (SW-0), modeling with shear walls with placement at the edges (SW-1) and modeling with shear walls with central placement (SW). -2). The results showed that the vibration period of the building obtained from the SW-0, SW-1 and SW-2 modeling was 1.455 sec, 0.776 sec and 0.851 sec, respectively. The largest deviation between floors occurred in the SW-0 modeling of 24.56 mm, while for the SW-1 and SW-2 modeling it was 16.07 mm and 14.42 mm, respectively. The largest p-Delta effect occurred in the SW-0 modeling 0.0357 theta, while the SW-1 and SW-2 models were 0.0064 theta and 0.0071 theta, respectively. The structural performance system in the SW-0 modeling achieved the target performance point of 0.219 mm, classified as Immediate Ocupancy, while the SW-1 and SW-2 modeling achieved the target performance point of 0.244 mm and 0.248 mm, respectively. Keywords : Shear walls, Vibration period, Displacement, Interfloor drift, Structural performance

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