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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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 |
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Teknik (Rekayasa, enjinering dan kegiatan berkaitan) |
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Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Aminuddin Noor, Andi STUDI PARAMETER ENERG1 INPUT AKIBAT GEMPA UNTUK STRUKTUR DENGAN SATU DERAJAT KEBEBASAN |
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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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1820662826678616064 |