| Autor: |
Hanif, Muhammad Fauzan, Rosidawani, Nurjannah, Siti Aisyah, Hanafiah |
| Předmět: |
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| Zdroj: |
Jurnal Indonesia Sosial Teknologi; jun2024, Vol. 5 Issue 6, p2753-2762, 14p |
| Abstrakt: |
Bengkulu is one of the areas prone to earthquakes. The application of earthquake-resistant reinforced concrete buildings is essential to minimize lateral forces due to earthquakes. The reinforced concrete structural system commonly used to withstand these lateral forces is a dual system using shear walls. Shear walls are structural elements that enhanced rigidity and resist lateral loads caused by earthquakes. In addition, the structure's height will affect the load acting on the structure and the dimensions of the planned structural elements. This study aims to analyze the influence of structural height and the use of shear walls on the behavior of reinforced concrete building structures. The analysis in this study used spectrum response method analysis with the help of the ETABS application. The results show that the use of shear walls increases the structure's stiffness at lower levels, and and as the height of the structure increases, the period of the structure, the primary shear force, the story drift, and P-delta effects also increase. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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