Article Per Year (5 Year)
p-Index From 2021 - 2026
0.562
P-Index
This Author published in this journals
All Journal Journal of Civil Engineering and Planning (JCEP) Jurnal Teknik Sipil Institut Teknologi Padang
Anita Dewi Masdar
Program Studi Teknik Sipil, Sekolah Tinggi Teknologi Payakumbuh
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
Pengaruh Pengawetan terhadap Kuat Tekan Sejajar Serat Bambu Gombong (Gigantochloa Pseudoarundinasea) Astuti Masdar; Ronal Meida Yasa; Fatma Ira Wahyuni; Anita Dewi Masdar; Ronny Junnaidy
Jurnal Teknik Sipil Institut Teknologi Padang Vol 10 No 1 (2023): Jurnal Teknik Sipil Institut Teknologi Padang
Publisher : ITP Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21063/jts.2023.V1001.046-51

Abstract

Bambu Gombong (gigantochloa pseudoarundinasea) merupakan jenis bambu yang memiliki ciri batang yang lurus dengan warna hijau dan bergaris kuning. Sebagai material alami, bambu gombong mempunyai kelemahan dari segi keawetannya sehingga dalam pemanfaatannya sebagai material konstruksi diperlukan proses pengawetan. Selain untuk meningkatkan daya tahan bambu, proses pengawetan diharapkan dapat mengubah sifat mekanik bambu dalam hal ini kuat tekan bambu sejajar serat bambu. Penelitian dilakukan secara eksperimental dengan menggunakan standard ISO N225157-1 untuk pembuatan benda uji dan Standard N22157-2 untuk pengujian material. Jenis pengujian yang dilakukan adalah pengujian sifat fisik dan mekanik bambu. Dari hasil pengujian diketahui bahwa proses pengawetan tidak mempengaruhi kadar air Bambu Gombong namun mempengaruhi nilai kerapatan bambu baik pada daerah nodia (ruas) maupun daerah internodia (antar ruas). Berdasarkan hasil analisis diketahui bahwa pengawetan berpengaruh terhadap kuat tekan sejajar serat bambu di mana pengawetan bambu dapat meningkatkan kekuatan tekan sejajar serat bambu pada daerah nodia sebesar 16,86% sedangkan peningkatan kuat tekan sejajar serat bambu pada daerah internodia meningkat sebesar 25,77%.
Assessment of the Multipurpose Building of Sekolah Tinggi Teknologi Payakumbuh Astuti Masdar; Zuly Nelriska Wati; Umar Khatab; Anita Dewi Masdar; Noviarti Noviarti
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7825

Abstract

Sekolah Tinggi Teknologi Payakumbuh multi-purpose building is planned to have 3 floors with different functions on each floor. In the existing conditions this building still consists of 2 floors with the function of the 1st floor as a Civil Engineering Laboratory and the 2nd floor as a hall. The construction is carried out in stages and there are changes to the function of the building so that before continuing construction it is necessary to carry out an assessment to determine the impact of the conversion of the building on the feasibility of the multi-purpose building structure. The method used in this research is a quantitative method through visual assessment and technical assessment using testing equipment. Based on the results of the visual assessment, it was known that the categories of damage that occurred were structural and non-structural damage. Structural category II (minor) damage that occurs, namely fine cracks in several parts of the beam and stains on several beams, then non-structural Sek category I (minor) damage that occurs, namely fine cracks in several parts of the wall and stains in several parts of the wall . From the results of the technical assessment, namely the sondir results obtained the depth of hard soil is at a depth of 7 meters, while from the results of the Hammer Test obtained the average compressive strength for the structural components of the columns, beams and plates are fc' = 20.3 MPa, fc' = 20.7 MPa and fc' = 23.2 MPa respectively. The results of the building capacity analysis show that the construction cannot be continued to 3 floors considering that the building load for the 3-story condition exceeds the ability of the building capacity in the existing condition.
Assessment of the Multipurpose Building of Sekolah Tinggi Teknologi Payakumbuh Astuti Masdar; Zuly Nelriska Wati; Umar Khatab; Anita Dewi Masdar; Noviarti Noviarti
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7825

Abstract

Sekolah Tinggi Teknologi Payakumbuh multi-purpose building is planned to have 3 floors with different functions on each floor. In the existing conditions this building still consists of 2 floors with the function of the 1st floor as a Civil Engineering Laboratory and the 2nd floor as a hall. The construction is carried out in stages and there are changes to the function of the building so that before continuing construction it is necessary to carry out an assessment to determine the impact of the conversion of the building on the feasibility of the multi-purpose building structure. The method used in this research is a quantitative method through visual assessment and technical assessment using testing equipment. Based on the results of the visual assessment, it was known that the categories of damage that occurred were structural and non-structural damage. Structural category II (minor) damage that occurs, namely fine cracks in several parts of the beam and stains on several beams, then non-structural Sek category I (minor) damage that occurs, namely fine cracks in several parts of the wall and stains in several parts of the wall . From the results of the technical assessment, namely the sondir results obtained the depth of hard soil is at a depth of 7 meters, while from the results of the Hammer Test obtained the average compressive strength for the structural components of the columns, beams and plates are fc' = 20.3 MPa, fc' = 20.7 MPa and fc' = 23.2 MPa respectively. The results of the building capacity analysis show that the construction cannot be continued to 3 floors considering that the building load for the 3-story condition exceeds the ability of the building capacity in the existing condition.
Co-Authors Fatma Ira Wahyuni Masdar, Astuti Noviarti Noviarti Ronal Meida Yasa Ronny Junnaidy Umar Khatab Zuly Nelriska Wati