PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK

This research carried out cyclic load tests on the type-T precast exterior beam-column joint. The purpose of the experimental study was required to prove whether the precast interior beam-column joint using concrete hollow block system fulfills requirements of earthquake resistance structure. Specim...

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Main Authors: , Christoph Theodovia Noiya, , Dr.-Ing. Ir. Andreas Triwiyono
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2012
Subjects:
ETD
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author , Christoph Theodovia Noiya
, Dr.-Ing. Ir. Andreas Triwiyono
author_facet , Christoph Theodovia Noiya
, Dr.-Ing. Ir. Andreas Triwiyono
author_sort , Christoph Theodovia Noiya
collection UGM
description This research carried out cyclic load tests on the type-T precast exterior beam-column joint. The purpose of the experimental study was required to prove whether the precast interior beam-column joint using concrete hollow block system fulfills requirements of earthquake resistance structure. Specimens used in this research consisted of one precast specimen (JP) and one cast in place specimen (JM), with the same flexural reinforcement, which was 2D13 for upper and lower reinforcement and P6-150 links. The column was reinforced axially using 8D13 and laterally using of P8-150. The dimension of the precast beam specimen was 140/290 using concrete hollow block and 290/290 the column specimen was of hollow block. The specimens were cyclically loaded based on ACI T1.1-01 and the pushover analysis of the prototype building was also carried out. The maximum lateral loading and lateral deflection of the beam-column joint of the precast specimen was 19.2 kN in 59.52 mm respectively. For the cast in place specimen, the maximum lateral loading and lateral deflection was 26.4 kN at 58.50 mm respectively.The failure pattern was a combination between flexural and shears. Based on the limition as required by ATC 40 and FEMA 356, the pushover analysis results using the SAP 2000 indicated that both models (X and Y directions) were categorized in immediate occupancy level.
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spelling oai:generic.eprints.org:994942016-03-04T08:46:00Z https://repository.ugm.ac.id/99494/ PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK , Christoph Theodovia Noiya , Dr.-Ing. Ir. Andreas Triwiyono ETD This research carried out cyclic load tests on the type-T precast exterior beam-column joint. The purpose of the experimental study was required to prove whether the precast interior beam-column joint using concrete hollow block system fulfills requirements of earthquake resistance structure. Specimens used in this research consisted of one precast specimen (JP) and one cast in place specimen (JM), with the same flexural reinforcement, which was 2D13 for upper and lower reinforcement and P6-150 links. The column was reinforced axially using 8D13 and laterally using of P8-150. The dimension of the precast beam specimen was 140/290 using concrete hollow block and 290/290 the column specimen was of hollow block. The specimens were cyclically loaded based on ACI T1.1-01 and the pushover analysis of the prototype building was also carried out. The maximum lateral loading and lateral deflection of the beam-column joint of the precast specimen was 19.2 kN in 59.52 mm respectively. For the cast in place specimen, the maximum lateral loading and lateral deflection was 26.4 kN at 58.50 mm respectively.The failure pattern was a combination between flexural and shears. Based on the limition as required by ATC 40 and FEMA 356, the pushover analysis results using the SAP 2000 indicated that both models (X and Y directions) were categorized in immediate occupancy level. [Yogyakarta] : Universitas Gadjah Mada 2012 Thesis NonPeerReviewed , Christoph Theodovia Noiya and , Dr.-Ing. Ir. Andreas Triwiyono (2012) PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=55014
spellingShingle ETD
, Christoph Theodovia Noiya
, Dr.-Ing. Ir. Andreas Triwiyono
PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK
title PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK
title_full PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK
title_fullStr PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK
title_full_unstemmed PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK
title_short PERILAKU SAMBUNGAN BALOK-KOLOM EKSTERIOR SISI ATAS PRACETAK TIPE \"T\" TERHADAP BEBAN SIKLIK
title_sort perilaku sambungan balok kolom eksterior sisi atas pracetak tipe t terhadap beban siklik
topic ETD
work_keys_str_mv AT christophtheodovianoiya perilakusambunganbalokkolomeksteriorsisiataspracetaktipetterhadapbebansiklik
AT dringirandreastriwiyono perilakusambunganbalokkolomeksteriorsisiataspracetaktipetterhadapbebansiklik