FINITE ELEMENT ANALYSIS OF SHEAR WALL BEHAVIOR IN HIGH-RISE BUILDING DESIGNED BY RESPONSE SPECTRUM ANALYSIS

• Main Author: P., Kirtinanda
• Format: Theses
• Language: Indonesia
• Subjects: Teknik sipil
• Online Access: https://digilib.itb.ac.id/gdl/view/75002
• Institution: Institut Teknologi Bandung

Shear wall is a complex structural element that work in response to earthquake loads. A good understanding of the behavior of shear wall in high-rise building is necessary to ensure the reliability and safety of the building. Shear wall designs based on code such as SNI and ACI are remodeled using the finite element model to examine whether there is a hidden capacity to ensure the amount of safety factor available in the design based on the code. The shear wall model that has been designed is idealized into a proper finite element model. The finite element modeling results can show the stress-strain distribution on the shear wall where these results are processed in validating the finite element model. The outcome of this study indicates that there is hidden capacity obtained from the shear wall model based on the code which is also varied based on the concrete strength and rebar content in the shear wall.