Comparative Study of the Behavior of Reinforced Concrete Buildings with Irregular Plans on Shear Wall Configuration

Arifin, Ananta Yuzariansyah (2022) Comparative Study of the Behavior of Reinforced Concrete Buildings with Irregular Plans on Shear Wall Configuration. Undergraduate thesis, Universitas 17 Agustus 1945.

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Abstract

Indonesia really needs earthquake-resistant building structures, because most areas in Indonesia are located in earthquake areas with very high intensity. The Ministry of Research and Technology stated that the Indonesian archipelago is an earthquake-prone area because it is an active tectonic area where the Eurasian plate, Indo-Australian plate, Pacific plate and Philippine Sea plate interact. In this final project, the author wants to analyze the performance comparison of irregular building structures against variations in shear wall configurations. The performance to be studied includes the period and shear forces of the structure, the drift between the floors of the structure and the effects of delta p and torsional irregularities. maintaining sufficient strength and rigidity and using the Etabs application as an aid. There are several models namely SRPMK, SW 1, SW 2 and SW3. With the results of the SRPMK period of 2,243, SW 1 of 0.150, SW 2 of 0.117 and SW 3 of 0.085. get the building deviation in the SRPMK model with a deviation of 14,668 mm, SW1 with a deviation of 7,807 mm, SW2 with a deviation of 3,452 mm and SW 3 with a result of 3,524 mm. get the P delta effect of the building on the SRPMK modeling with a P delta effect of 0,01 mm, SW 1 modeling with a p delta effect of 0,005 mm, SW 2 with a P delta effect of 0,009 mm and SW 3 with a 0,009 mm result. . With the results of the Base Shear SRPMK of 2.232 kN, SW 1 of 2.550 kN, SW 2 of 2.557 kN and SW 3 of 2.779 kN. In addition, the author also hopes that readers can also find out the comparison of the shear wall modeling. Besides that, it is also adjusted to the use of the latest SNI earthquake loading. Keywords: Comparison, Shearwall, ETABS, Base Shear

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Comparison, Shearwall, ETABS, Base Shear
Subjects: T Technology > TH Building construction
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: 1431700098 Ananta Yuzariansyah Arifin
Date Deposited: 14 Apr 2022 02:33
Last Modified: 14 Apr 2022 02:33
URI: http://repository.untag-sby.ac.id/id/eprint/13599

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