EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD

This study was performed to investigate the effects of dynamic load of passing train on the abutment and backfill interaction and behaviors of abutment and backfill based on experimental study and numerical simulations. Experimental works were performed by measuring vertical acceleration by accele...

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Main Author: RINI, SETYO
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/13115
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:13115
spelling id-itb.:131152017-09-27T15:23:28ZEXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD RINI, SETYO Indonesia Theses Abutment, soil-structure abutment interaction, dynamic response, Plaxis Dynamic, dynamic lateral stresses, displacement, train velocity, acceleration, frequency INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/13115 This study was performed to investigate the effects of dynamic load of passing train on the abutment and backfill interaction and behaviors of abutment and backfill based on experimental study and numerical simulations. Experimental works were performed by measuring vertical acceleration by accelerometers on several points around a bridge abutment. Train velocities, train cathegory and locomotive type were measured and recorded during tests. Numerical simulations were performed by utilizing the finite element method using a professional software Plaxis Dynamic version 8.2. 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 This study was performed to investigate the effects of dynamic load of passing train on the abutment and backfill interaction and behaviors of abutment and backfill based on experimental study and numerical simulations. Experimental works were performed by measuring vertical acceleration by accelerometers on several points around a bridge abutment. Train velocities, train cathegory and locomotive type were measured and recorded during tests. Numerical simulations were performed by utilizing the finite element method using a professional software Plaxis Dynamic version 8.2.
format Theses
author RINI, SETYO
spellingShingle RINI, SETYO
EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD
author_facet RINI, SETYO
author_sort RINI, SETYO
title EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD
title_short EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD
title_full EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD
title_fullStr EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD
title_full_unstemmed EXPERIMENTAL AND NUMERICAL STUDIES OF DYNAMIC RESPONSE BEHAVIOR OF ABUTMENT-BACKFILL INTERACTION OF RAILWAY BRIDGE INDUCED BY PASSING TRAIN LOAD
title_sort experimental and numerical studies of dynamic response behavior of abutment-backfill interaction of railway bridge induced by passing train load
url https://digilib.itb.ac.id/gdl/view/13115
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