ANALISA KINERJA STRUKTUR MENGGUNAKAN METODE RESPONS SPEKTRUMS STUDI KASUS GEDUNG RSUD DR. IBNU SUTOWO BATURAJA

ALFYAN, MUHAMMAD ARIF and Rosidawani, Rosidawani and Muhtarom, Ahmad (2021) ANALISA KINERJA STRUKTUR MENGGUNAKAN METODE RESPONS SPEKTRUMS STUDI KASUS GEDUNG RSUD DR. IBNU SUTOWO BATURAJA. Undergraduate thesis, Sriwijaya University.

[thumbnail of RAMA_22201_03011381722145.pdf] Text
RAMA_22201_03011381722145.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (7MB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_TURNITIN.pdf] Text
RAMA_22201_03011381722145_TURNITIN.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (9MB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_01_front_ref.pdf]
Preview
Text
RAMA_22201_03011381722145_0009057602_0013088202_01_front_ref.pdf - Accepted Version
Available under License Creative Commons Public Domain Dedication.

Download (3MB) | Preview
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_02.pdf] Text
RAMA_22201_03011381722145_0009057602_0013088202_02.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (729kB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_03.pdf] Text
RAMA_22201_03011381722145_0009057602_0013088202_03.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (1MB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_04.pdf] Text
RAMA_22201_03011381722145_0009057602_0013088202_04.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (636kB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_05.pdf] Text
RAMA_22201_03011381722145_0009057602_0013088202_05.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (16kB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_06_ref.pdf] Text
RAMA_22201_03011381722145_0009057602_0013088202_06_ref.pdf - Bibliography
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (64kB) | Request a copy
[thumbnail of RAMA_22201_03011381722145_0009057602_0013088202_07_lamp.pdf] Text
RAMA_22201_03011381722145_0009057602_0013088202_07_lamp.pdf - Accepted Version
Restricted to Repository staff only
Available under License Creative Commons Public Domain Dedication.

Download (4MB) | Request a copy

Abstract

The design of a building must calculate the effects of the earthquake. BSN has updated the regulations from SNI 1726-2012 to SNI 1726-2019. Dr. Hospital Ibnu Sutowo Baturaja which planning uses SNI 1726-2012. This study to determine the performance of the hospital against earthquake forces based on SNI 1726-2012 and SNI 1726-2019, comparison against regulations changes, and comparing the beam column design against each regulation. The method of this research is to model the Dr. Ibnu Sutowo hospital according the building data that has been obtained in 3D using ETABS then analysis using the dynamic response spectrum method. The results of the analysis are the base shear, displacement, drift story, and result beam column design. The results of analysis show an increase of the basic shear 20.147% for the dynamic base shear force and 6.055% for the static base shear force in SNI 1726-2019. The displacement of each level increases by 20% for the X direction and Y direction in SNI 1726-2019, drift story due the regulations of SNI 1726-2012 and on the 3rd and 4th floors does uncompatible with the regulations of SNI 1726-2019.The result of comparison beam column design there are 15 overtressed column in SNI 1726-2019.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: analisa dinamik, respon spektrum, SNI 1726-2012, SNI 1726-2019
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA630-695 Structural engineering (General) > TA647.H356 Structural dynamics-Vibration-Shock (Mechanics)- Airframes--Testing Buildings--Earthquake effects--Data processing--Handbooks, manuals, etc
T Technology > TA Engineering (General). Civil engineering (General) > TA630-695 Structural engineering (General) > TA654.6.S94 Lifeline earthquake engineering -- Japan --Congresses. Pipelines -- Earthquake effects
Depositing User: Muhammad Arif Alfyan
Date Deposited: 28 Jul 2021 04:02
Last Modified: 28 Jul 2021 04:02
URI: http://repository.unsri.ac.id/id/eprint/50576

Actions (login required)

View Item View Item