THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE

THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE

ABSTRACT: <br /> <br /> <br /> <br /> <br /> Cawang Priok Bridge was built in 1980 with the code in that year of construction. There were several big earthquakes in Indonesia after 20 years of the bridge construction. Due to some big earthquakes and due to the dev...

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Main Author: MUTIA (NIM 25007042); Pembimbing : Dradjat Hoedajanto, Dr. Ir., DINA
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/15408
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:15408
spelling id-itb.:154082017-09-27T15:23:37ZTHE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE MUTIA (NIM 25007042); Pembimbing : Dradjat Hoedajanto, Dr. Ir., DINA Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/15408 ABSTRACT: <br /> <br /> <br /> <br /> <br /> Cawang Priok Bridge was built in 1980 with the code in that year of construction. There were several big earthquakes in Indonesia after 20 years of the bridge construction. Due to some big earthquakes and due to the development of knowledge, there are some changes in this recent code compare to the code in 1980. In this thesis, will be discussed about pier and pierhead capacity in Cawang Priok bridge due to earthquake loading and live load loading according to this recent code. By using SAP 2000 and Response 2000 program, it is known that pier, pierhead, and anchor have enough capacity to handle earthquake and live load. Detailing checking due to shear, moment, and axial in pier and pierhead structure shows that the existing reinforcement is enough according to the code. But, to prevent large deformation at pier due to earthquake loading, that may cause span unseating, it is needed to put stopper. 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 ABSTRACT: <br /> <br /> <br /> <br /> <br /> Cawang Priok Bridge was built in 1980 with the code in that year of construction. There were several big earthquakes in Indonesia after 20 years of the bridge construction. Due to some big earthquakes and due to the development of knowledge, there are some changes in this recent code compare to the code in 1980. In this thesis, will be discussed about pier and pierhead capacity in Cawang Priok bridge due to earthquake loading and live load loading according to this recent code. By using SAP 2000 and Response 2000 program, it is known that pier, pierhead, and anchor have enough capacity to handle earthquake and live load. Detailing checking due to shear, moment, and axial in pier and pierhead structure shows that the existing reinforcement is enough according to the code. But, to prevent large deformation at pier due to earthquake loading, that may cause span unseating, it is needed to put stopper.
format Theses
author MUTIA (NIM 25007042); Pembimbing : Dradjat Hoedajanto, Dr. Ir., DINA
spellingShingle MUTIA (NIM 25007042); Pembimbing : Dradjat Hoedajanto, Dr. Ir., DINA
THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE
author_facet MUTIA (NIM 25007042); Pembimbing : Dradjat Hoedajanto, Dr. Ir., DINA
author_sort MUTIA (NIM 25007042); Pembimbing : Dradjat Hoedajanto, Dr. Ir., DINA
title THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE
title_short THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE
title_full THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE
title_fullStr THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE
title_full_unstemmed THE RESPONSE OF PIER AND PIERHEAD STRUCTURES IN CAWANG-PRIOK BRIDGE DUE TO EARTHQUAKE LOADING (SNI GEMPA 1726 2003) AND DUE TO LIVE
title_sort response of pier and pierhead structures in cawang-priok bridge due to earthquake loading (sni gempa 1726 2003) and due to live
url https://digilib.itb.ac.id/gdl/view/15408
_version_ 1820737462647914496

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