STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN

The present Aseismic Building design consept is still based on Base Shear Coefficient or Base Shear Force which is taken from a displacement, velocity or accelera tion spectrum of an Earthquake. In this thesis, a new concept is developed based on Input Energy of a structure modeled as a single degre...

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Main Author: Aminuddin Noor, Andi
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/1013
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:1013
spelling id-itb.:10132004-12-03T15:09:33ZSTUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN Aminuddin Noor, Andi Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Indonesia Theses Input energy; a structure modeled as a single degree of freedom INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1013 The present Aseismic Building design consept is still based on Base Shear Coefficient or Base Shear Force which is taken from a displacement, velocity or accelera tion spectrum of an Earthquake. In this thesis, a new concept is developed based on Input Energy of a structure modeled as a single degree of freedom which behave as elastic perfectly plastic. A Time Hystory Analysis of displecement, velocity, acceleration and External force of an Eartquake is first determined, and then the energy input is found from the following formula : [rumus]. The effect of yield strength, elasticity and damping on energy input, degree of plastification, number of yield excurtion and relation of Equivalent velocity VE and maximum velocity Sv is examined. 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
topic Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
spellingShingle Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
Aminuddin Noor, Andi
STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN
description The present Aseismic Building design consept is still based on Base Shear Coefficient or Base Shear Force which is taken from a displacement, velocity or accelera tion spectrum of an Earthquake. In this thesis, a new concept is developed based on Input Energy of a structure modeled as a single degree of freedom which behave as elastic perfectly plastic. A Time Hystory Analysis of displecement, velocity, acceleration and External force of an Eartquake is first determined, and then the energy input is found from the following formula : [rumus]. The effect of yield strength, elasticity and damping on energy input, degree of plastification, number of yield excurtion and relation of Equivalent velocity VE and maximum velocity Sv is examined.
format Theses
author Aminuddin Noor, Andi
author_facet Aminuddin Noor, Andi
author_sort Aminuddin Noor, Andi
title STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN
title_short STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN
title_full STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN
title_fullStr STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN
title_full_unstemmed STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN
title_sort studi parameter energ1 input akibat gempa untuk struktur dengan satu derajat kebebasan
url https://digilib.itb.ac.id/gdl/view/1013
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