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ITS » Undergraduate Theses » Teknik Fisika Ekstensi S1
Posted by zamrud@its.ac.id at 28/12/2011 10:41:06  •  1409 Views


PENENTUAN NILAI PARAMETER PEREDAM GETARAN AKIBAT GEMPA PADA BANGUNAN BERLANTAI TIGA

DETERMINATION OF PARAMETER VALUES DUE TO EARTHQUAKE IN VIBRATION DAMPING THREE STORY BUILDING

Author :
ERLITA, ETANIA  ( 2409105015 )




ABSTRAK

Di Indonesia merupakan daerah rawan terjadinya gempa untuk itu perlu peredam dalam suatu bangunan agar bisa meredam getaran dan memperkecil redaman peredam bisa berupa peredam dinamik yang dipasang didalam suatu bangunan. Peredam dinamik yang dimaksud disini yaitu dengan memasang k dan m yang sesuai agar bisa meredam getaran gempa yang terjadi. Semakin besar getaran gempa maka semakin tinggi amplitude displaicement dan kecepatan pada respon peredam dinamik. Respon peredam dinamik pada bangunan berlantai tiga dengan menggunakan 4 kolom dan 8 kolom adalah pada bangunan berlantai tiga menggunakan 4 kolom dengan penggangu 7 SR didapatkan hasil amplitudo maksimum simpangan dan kecepatan sebesar 0022 cm dan 0015 cms sedangkan dengan pengganggu 8 SR didapatkan hasil amplitudo maksimum simpangan dan kecepatan sebesar 0035 cm dan 002 cms. Pada bangunan dengan mengunakan kolom sebanyak 8 buah dengan dengan penggangu 8 SR didapatkan hasil amplitudo maksimum simpangan dan kecepatan sebesar 002 cm dan 0002 cms sedangkan dengan pengganggu 8 SR didapatkan hasil amplitudo maksimum simpangan dan kecepatan sebesar 003 cm dan 0003 cms.


ABSTRACT

Indonesia is an area prone to earthquakes it is necessary dampers in a building in order to dampen vibration and minimize attenuation shock absorbers can be mounted within a dynamic building. Dynamic absorbers as used here is by installing the appropriate k and m in order to dampen vibrations occurring earthquake. The greater the higher the tremor amplitude and velocity in response displaicement dynamic damper. Damper dynamic response of the three-story building with 4 columns and 8 columns are the three-story building using a 4 column by 7 SR results obtained maximum amplitude and velocity deviation of 0.022 cm and 0.015 cm s while the bullies 8 SR amplitude maximum deviation and the speed of 0.035 cm and 0.02 cm s. In buildings with 8 units using a column with a penggangu 8 SR results obtained maximum amplitude and velocity deviation of 0.02 cm and 0.002 cm s while the bullies 8 SR results obtained maximum amplitude and velocity deviation of 0.03 cm and 0.003 cm s.



KeywordsKolom, Amplitudo, displacement, kecepatan
 
Subject:  Getaran
Contributor
  1. Ir. Yerri Susatio, MT
  2. Lizda Johar Mawarani, ST.MT
Date Create: 09/08/2011
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-3100011044297
Collection ID: 3100011044297
Call Number: RSF 620.37 Erl p


Source
Undergraduate Thesis of Physics Engineering, RSF 620.37 Erl p, 2011

Coverage
ITS Community

Rights
Copyright @2011 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




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  1.  ITS-Undergraduate-16899-Abstract_id.pdf - 182 KB
  2.  ITS-Undergraduate-16899-Abstract_en.pdf - 182 KB
  3.  ITS-Undergraduate-16899-Conclusion-186174.pdf - 182 KB
  4.  ITS-Undergraduate-16899-Paper-1572433.pdf - 1536 KB




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