#TITLE_ALTERNATIVE#

Indonesia was chosen to host the XVIII Asian Games. To fulfill the responsibility of hosting the XVIII Asian Games, the Provincial Government of DKI Jakarta and the Ministry of Youth and Sports rebuild Senayan Aquatic Stadium which meets international standards as an Olympic venue for the Olympic sp...

Full description

Saved in:
Bibliographic Details
Main Author: FIRDAUS (NIM: 15014093), NISQIYAH
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/29685
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:29685
spelling id-itb.:296852018-07-03T09:43:57Z#TITLE_ALTERNATIVE# FIRDAUS (NIM: 15014093), NISQIYAH Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/29685 Indonesia was chosen to host the XVIII Asian Games. To fulfill the responsibility of hosting the XVIII Asian Games, the Provincial Government of DKI Jakarta and the Ministry of Youth and Sports rebuild Senayan Aquatic Stadium which meets international standards as an Olympic venue for the Olympic sports. <br /> <br /> The purpose of this final project is to do the modeling, checking the structural behavior, detailing the reinforcement of structural elements such as slabs and culumns as well as detailing of the joints for each component of Senayan Aquatic Stadium is for the structure of the tribune and the structure of the swimming pool. in the modeling and design phases, SNI 1726: 2012 will be used as reference for designing earthquake resistant buildings. The gravity loading is determined based on SNI 1727: 2013 and seismic loading is determined based on SNI 1726: 2013. <br /> <br /> First, the model will be design using some software and then the structural behavior will be checked. The structural behavior such as mass participation modal, checking of static equivalent lateral force, torsion, interstory drift, P-Delta effects, horizontal and vertical irregularities will be evaluated based on SNI 1726: 2013. <br /> <br /> After qualifying all of the seismic design criteria, structural element design and detailing such as slabs, beams, and columns for the structure of the tribune as well as elements of slabs, wall, and confining beams for the structure of swiming pool. Detailing of reinforcement is done by doing both manual and software calculations which refer to SNI 2847: 2013. Shop drawing will become the final result of the structural element design and detailing. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Indonesia was chosen to host the XVIII Asian Games. To fulfill the responsibility of hosting the XVIII Asian Games, the Provincial Government of DKI Jakarta and the Ministry of Youth and Sports rebuild Senayan Aquatic Stadium which meets international standards as an Olympic venue for the Olympic sports. <br /> <br /> The purpose of this final project is to do the modeling, checking the structural behavior, detailing the reinforcement of structural elements such as slabs and culumns as well as detailing of the joints for each component of Senayan Aquatic Stadium is for the structure of the tribune and the structure of the swimming pool. in the modeling and design phases, SNI 1726: 2012 will be used as reference for designing earthquake resistant buildings. The gravity loading is determined based on SNI 1727: 2013 and seismic loading is determined based on SNI 1726: 2013. <br /> <br /> First, the model will be design using some software and then the structural behavior will be checked. The structural behavior such as mass participation modal, checking of static equivalent lateral force, torsion, interstory drift, P-Delta effects, horizontal and vertical irregularities will be evaluated based on SNI 1726: 2013. <br /> <br /> After qualifying all of the seismic design criteria, structural element design and detailing such as slabs, beams, and columns for the structure of the tribune as well as elements of slabs, wall, and confining beams for the structure of swiming pool. Detailing of reinforcement is done by doing both manual and software calculations which refer to SNI 2847: 2013. Shop drawing will become the final result of the structural element design and detailing.
format Final Project
author FIRDAUS (NIM: 15014093), NISQIYAH
spellingShingle FIRDAUS (NIM: 15014093), NISQIYAH
#TITLE_ALTERNATIVE#
author_facet FIRDAUS (NIM: 15014093), NISQIYAH
author_sort FIRDAUS (NIM: 15014093), NISQIYAH
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
title_sort #title_alternative#
url https://digilib.itb.ac.id/gdl/view/29685
_version_ 1822267190622027776