Analisis Kinerja Bangunan Gedung Tinggi Dengan Penambahan Dinding Geser (Studi Kasus: Bangunan 8 Lantai)

Pratama, M. Mirza Abdillah; Putri, Septiana Dyah Sugmana; Santoso, Edi

doi:10.31849/siklus.v7i2.6922

Cited by 2 publications

(2 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The higher the structure, the longer the period of the structure will be. This is because the period of the structure is affected by mass and stiffness (Pratama, Putri, & Santoso, 2021). Results of the structure period of buildings of 5, 10, and 15 floors are shown in Table 2.…”

Section: Structure Periodmentioning

confidence: 99%

The Influence of Structure Height and Use of Shear Walls on the Behavior of Reinforced Concrete Building Structures

Fauzan Hanif,

Rosidawani,

Nurjannah

et al. 2024

jist

View full text Add to dashboard Cite

Bengkulu is one of the areas prone to earthquakes. The application of earthquake-resistant reinforced concrete buildings must be done to minimise lateral forces due to earthquakes. The reinforced concrete structure system commonly used to withstand these lateral forces is a double system using sliding walls. Shear walls are structural elements that can affect rigidity and withstand lateral loads due to 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 analyse the influence of structural height and the use of sliding walls on the behaviour of reinforced concrete building structures. The analysis in this study used spectrum response method analysis with the help of the ETABS application. Results show that the use of shear walls makes the structure stiffer at lower levels, and the higher the structure will result in the period of the structure, the primary shear force, the deviation between levels, and the influence of P-delta increases.

show abstract

Section: Structure Periodmentioning

confidence: 99%

The Influence of Structure Height and Use of Shear Walls on the Behavior of Reinforced Concrete Building Structures

Fauzan Hanif,

Rosidawani,

Nurjannah

et al. 2024

jist

View full text Add to dashboard Cite

show abstract

“…In a building structure, the more the number of floors, the value of the natural period of vibration of the structure increases. (Pratama, Putri, & Santoso, 2021).…”

Section: Periods Of Natural Vibration Of Structuresmentioning

confidence: 99%

Comparative Study Of Dynamic Earthquake Analysis With Spectral Design And Time History Methods

Eka Saputra,

Priastiwi

2023

jist

View full text Add to dashboard Cite

Earthquakes are natural events that cannot be prevented by humans and their occurrence is very difficult to predict. In civil engineering, especially in the structural field, earthquake loads are a major problem in planning economical and safe building structures. This study aims to determine the comparison of earthquake structures with the Response Spectrum, Response Spectrum Matched, Time Histories, and Time Histories Matched methods on the magnitude of the natural vibration period of the structure, the basic shear force, mass participation, displacement, and deviation between levels. The results of this study that the period of natural vibration of the structure with the earthquake method RS 1.412 seconds, RSM 1.453 seconds, TH 1.453 seconds, and THM 1.453 seconds is between the lower limit of 1.054 seconds and the upper limit of 1.476 seconds, so it meets the requirements of SNI 1726:2019. The results of the base shear analysis showed that dynamic analysis is greater than static and the structural model meets the requirements that VDynamics > 100%. VStatic. The results of the analysis of building mass participation in various earthquake methods meet the provisions with results of more than 90%. The results of the analysis of displacements are obtained for the x-direction, the largest THM is 41.945 mm and for the y-direction, TH is 57.330 mm. The results of the drift ratio analysis are obtained for the results of the y-direction drift which is greater than the x-direction drift and permit control for all earthquake methods is safe and meets the requirements of SNI 1726:2019.

show abstract

Analisis Kinerja Bangunan Gedung Tinggi Dengan Penambahan Dinding Geser (Studi Kasus: Bangunan 8 Lantai)

Cited by 2 publications

References 0 publications

The Influence of Structure Height and Use of Shear Walls on the Behavior of Reinforced Concrete Building Structures

The Influence of Structure Height and Use of Shear Walls on the Behavior of Reinforced Concrete Building Structures

Comparative Study Of Dynamic Earthquake Analysis With Spectral Design And Time History Methods

Contact Info

Product

Resources

About