Analisa ketahanan gempa dalam rangka konservasi bangunan bersejarah studi kasus gedung x
| Main Authors: | Michael Titono, author, Add author: Josia Irwan Rastandi, supervisor, Add author: Sjahril A. Rahim, supervisor, Add author: Yuskar Lase, examiner, Add author: Heru Purnomo, examiner, Add author: Mulia Orientilize, examiner |
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| Format: | Masters Bachelors |
| Terbitan: |
, 2010
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| Subjects: | |
| Online Access: |
https://lib.ui.ac.id/detail?id=20298114 |
Daftar Isi:
- [<b>ABSTRAK</b><br> Gedung X adalah bangunan tua yang dibangun pada zaman Kolonial Belanda dan merupakan cagar budaya sehingga keberadaannya perlu dilestarikan. Penelitian ini bertujuan untuk mengetahui performa struktur Gedung X dengan menggunakan respon spektrum desain untuk wilayah gempa zona 3 tanah lunak sesuai peraturan gempa yang berlaku (SNI 03-1726-2002). Dalam penelitian ini digunakan metode Static Pushover Analysis dengan mengacu padaspektrum kapasitas (ATC-40) dan target perpindahan (FEMA 356). Didapatkan dari hasil penelitian bahwa kapasitas struktur tidak memadai untuk beban gempa yang berlaku sehingga perlu dilakukannya perkuatan dalam rangka konservasi bangunan bersejarah. <hr> <b>Abstract</b><br> Building X is an old building that was built during The Dutch Colonial period and is a cultural heritage, so its existence should be preserved. This research aimed to determine the structural performance of Building X, using the spectral response design with the Seismic Zone 3 on soft ground according to the current Seismic Design Code (SNI 03-1726-2002). This research used Static Pushover Analysis method and referred to the Capacity Spectrum method (ATC-40) and Target Displacement (FEMA 356). From the analysis result the capacity of the structure is not adequate for the current seismic load, so a retrofitting action needs to be done in order to preserve this historic building.;Building X is an old building that was built during The Dutch Colonial period and is a cultural heritage, so its existence should be preserved. This research aimed to determine the structural performance of Building X, using the spectral response design with the Seismic Zone 3 on soft ground according to the current Seismic Design Code (SNI 03-1726-2002). This research used Static Pushover Analysis method and referred to the Capacity Spectrum method (ATC-40) and Target Displacement (FEMA 356). From the analysis result the capacity of the structure is not adequate for the current seismic load, so a retrofitting action needs to be done in order to preserve this historic building.;Building X is an old building that was built during The Dutch Colonial period and is a cultural heritage, so its existence should be preserved. This research aimed to determine the structural performance of Building X, using the spectral response design with the Seismic Zone 3 on soft ground according to the current Seismic Design Code (SNI 03-1726-2002). This research used Static Pushover Analysis method and referred to the Capacity Spectrum method (ATC-40) and Target Displacement (FEMA 356). From the analysis result the capacity of the structure is not adequate for the current seismic load, so a retrofitting action needs to be done in order to preserve this historic building., Building X is an old building that was built during The Dutch Colonial period and is a cultural heritage, so its existence should be preserved. This research aimed to determine the structural performance of Building X, using the spectral response design with the Seismic Zone 3 on soft ground according to the current Seismic Design Code (SNI 03-1726-2002). This research used Static Pushover Analysis method and referred to the Capacity Spectrum method (ATC-40) and Target Displacement (FEMA 356). From the analysis result the capacity of the structure is not adequate for the current seismic load, so a retrofitting action needs to be done in order to preserve this historic building.]