Analisis Perilaku Struktur Beton dan Baja Dengan Metode Levelling Time History (Studi Kasus Gedung ITERA, Lampung, Indonesia)

Yudi, Ahmad; Bayzoni, M T; Wirawan, Nugraha Bintang; Nadaek, Rijuli

doi:10.21776/ub.rekayasasipil.2019.013.03.4

Cited by 2 publications

(2 citation statements)

References 1 publication

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“…On model analysis Respons Spektrum, Respons Spektrum Matched, Time Histories dan Time Histories Matched that has been carried out, the results of the period of vibration of the structure are obtained where in Figure 13 the four types of earthquake load models are between the lower and upper limits (Yudi, Bayzoni, Wirawan, & Nadaek, 2019). Therefore, the value of the vibration time (Tc) from the analysis software SAP2000 meets SNI 1726:2019 requirements.…”

Section: Periods Of Natural Vibration Of Structuresmentioning

confidence: 97%

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

Eka Saputra,

Priastiwi

2023

jist

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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.

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Section: Periods Of Natural Vibration Of Structuresmentioning

confidence: 97%

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

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“…The analysis uses a nonlinear dynamic time history analysis with the most dominant combination being the earthquake combination. The research shows that there are differences in structural performance, structural failure location, and the maximum load that the reinforced concrete structure and steel structure of building E ITERA can withstand [11]. The structure analyzed is a 4-story symmetrical building for the building.…”

Section: Introductionmentioning

confidence: 99%

Performance Structural Analysis of U2C Building with the Kobe Earthquake Spectrum

Yusra¹,

Mustafa²,

Refiyanni³

et al. 2023

Int. J. Eng. Scie. and Inform. Technology.

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An investigation into the performance of the building structure in receiving the earthquake load must ensure that the building structure is able to receive it within safe limits. A non-linear approach is generally done through pushover analysis. The purpose of this study is to find out how the behavior or performance of building structures when receiving earthquake loads. The analysis is carried out by modeling the structure of the building using the help of the STERA 3D application. Then it is done by entering the Kobe earthquake spectrum data into the software. From the results of the analysis, the value of the deviation between directional levels X 0.0058 m with a base shear of 10,090 KN was obtained. While the Y direction capacity curve has the largest displacement of 0.0084 m with a base shear of 13,270 KN. The result of structural deviation when the performance point is reached for X direction and Y direction loading of 0.0042 m and 0.0063 m, resulting in a yellow color at each point of the column and beam relationship which means that it is still within the range of 1 U 5 (AMP (response force) analysis), this indicates that the condition of the building structure remains safe during an earthquake.

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Analisis Perilaku Struktur Beton dan Baja Dengan Metode Levelling Time History (Studi Kasus Gedung ITERA, Lampung, Indonesia)

Cited by 2 publications

References 1 publication

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

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

Performance Structural Analysis of U2C Building with the Kobe Earthquake Spectrum

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