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ITS » Undergraduate Theses » Teknik Sipil
Posted by dee@its.ac.id at 05/11/2010 08:38:54  •  2533 Views


STUDI PERILAKU SAMBUNGAN BALOK-KOLOM BEAM-COLUMN JOINTS PADA BANGUNAN STRUKTUR BAJA PROFIL DAN BANGUNAN STRUKTUR KOLOM KOMPOSIT SRC COLUMN-STEEL BEAM AKIBAT BEBAN GEMPA

BEHAVIOR STUDY OF BEAM-COLUMN JOINTS IN BUILDING WITH STRUCTURAL STEEL AND STEEL REINFORCED CONCRETE SECTIONS SUBJECTED TO EARTHQUAKE LOAD

Author :
PRINIKO, DHANA  ( 3105100036 )




ABSTRAK

Panel zona pertemuan balok dan kolom pada sambungan Hubungan Balok Kolom HBK merupakan bagian yang rawan pada struktur tahan gempa karena sifat pemencaran energinya yang spesifik. Tidak terkecuali pada konstruksi gedung yang menggunakan struktur SRC. Pada saat struktur mengalami gempa akan terjadi gaya geser yang sangat besar pada sambungan balok dan kolom. Steel reinforced concrete SRC merupakan struktur komposit gabungan dari Reinforced Concrete beton bertulang dengan profil baja didalamnya. SRC memanfaatkan kelebihan yang dimiliki oleh masing-masing elemen dasar pembentuknya yaitu sifat kekakuan dari Reinforced concrete dan kekuatan dari struktur baja sehingga menjadikan SRC struktur yang memiliki kekakuan dan kekuatan yang sangat tinggi. Fokus penelitian pada Proposal Tugas Akhir ini adalah untuk mempelajari perilaku sambungan balok-kolom beamcolumn joints pada struktur gedung menggunakan 2 macam desain yaitu dengan menggunakan struktur baja dan struktur kolom komposit SRC column and Steel beam Structures.


ABSTRACT

Panel zone between beam and column in beam column joint is the most important part on earthquake-resistance structural building even on a building using Steel Reinforced Concrete structure. When seismic load occurs in these structural building shear forces will be also occurs on beam column joint connection. Steel reinforced concrete SRC is the combination of reinforcing concrete with additional steel profile inside. Steel reinforced concrete SRC can take the advantages of both element these steel reinforced concrete structure obtain element stiffness of reinforcing concrete and obtain the strength of steel structure. This condition makes the SRC having a proportional stiffness and strength due to the combination. In this final project the focus studying is to observe the behavior of beam column joint on Steel Reinforced Concrete structural building with 2 modeling using steel column and composite column.



KeywordsSRCS; Beam-Column Join; Struktur Bangunan Tahan Gempa; Kolom composit; Kolom Baja
 
Subject:  Beton bertulang
Contributor
  1. BUDI SUSWANTO, ST.,MT.,Ph.D
  2. Ir. HEPPY KRISTIJANTO, MS
Date Create: 22/07/2010
Type: Text
Format: pdf.
Language: Indonesian
Identifier: ITS-Undergraduate-3100010040200
Collection ID: 3100010040200
Call Number: RSS 624.183 425 Pri s


Source
Undergraduate Thesis, Civil Engineering, RSS 624.183 425 Pri s, 2010

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Copyright @2010 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-12576-Abstract_id.pdf - 7 KB
  2.  ITS-Undergraduate-12576-Abstract_en.pdf - 7 KB
  3.  ITS-Undergraduate-12576-Conclusion.pdf - 11 KB




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