BEHAVIOUR ANALYSIS OF SHEARWALL-FRAME INTERACTION ON BUILDING STRUCTURE USING KIYOSHI MUTO METHOD AND SOFTWARE ANALYSIS ETABS
Nowadays, the use of shear walls in high-rise buildings is commonly used. The higher the building, will be more affected to earthquake. Shear walls are one that has an important role in resisting lateral loads or earthquake loads. The use of shear walls in the structure can increase the lateral s...
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| Format: | Theses |
| Language: | Indonesia |
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| Online Access: | https://digilib.itb.ac.id/gdl/view/61200 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Nowadays, the use of shear walls in high-rise buildings is commonly used. The
higher the building, will be more affected to earthquake. Shear walls are one that
has an important role in resisting lateral loads or earthquake loads. The use of
shear walls in the structure can increase the lateral stiffness of the structure and
reduce the lateral displacement of the structure. In addition to increasing stiffness
and reducing displacement, shear walls are also used to make interstory drift each
floors more uniform. The proportion of lateral loads received by shear walls is
large enough so that the calculation of the forces on the shear walls needs to be
done properly and accurately because it greatly affects the percent error in the
overall structure.
In the building planning process, the use of structural analysis software ETABS
has become a very common thing to use. However, the results from structural
analysis software ETABS cannot absolutely be used because there is no detailed
explanation of the analysis and assumptions of calculations made by the software.
One of the manual calculation methods used to determine the deformation of
shear wall is the Kiyoshi Muto method.
The analysis using a research model of 10 and 30 story frame-shear wall structure.
The analysis will be to determine shear deformation coefficient of free-standing
shearwall for rectangular cross section and be obtained the value is 1. The number
of meshing 4x4 is effective and efficient enough to be used for 2D and 3D models
to obtain an analysis of deformation and internal forces with shear walls. |
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