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All Journal Rekayasa Sipil Media Konstruksi : Jurnal Ilmiah Teknik Sipil JURNAL SIPIL SAINS Astonjadro Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Tecnoscienza ABIDUMASY : Jurnal Pengabdian kepada Masyarakat Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Teknologi dan Rekayasa Sumber Daya Air
Titin Sundari
Universitas Hasyim Asy'ari Tebuireng Jombang
Religion Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Social Sciences Transportation Other

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Journal : Rekayasa Sipil

 1 
Perilaku Balok Baja I Non Prismastis (Tapered Beam) Titin Sundar; Agoes Soehardjono; Wisnumurti Wisnumurti
Rekayasa Sipil Vol 11, No 2 (2017)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1094.248 KB) | DOI: 10.21776/ub.rekayasasipil/2017.011.02.8

Abstract

The use of bending structure components becomes economical if the cross section of the beam follows the moment-diagram form. In this research is a simple beam with concentrated load in the middle of the span, so that the height of the beam is maximum in the middle of span, too. The research purpose is to obtain the bending capacity and to know the buckling behavior for optimum design. The results are compared with theoretical calculations, and ANSYS validation. Concluded of this research that the larger the tapered constant, the greater the bending capacity. The smaller the tapered angle the greater bending capacity. For the same tapered angle with higher h max, the bending capacity is also greater. The collapse occurring on this beam is the lateral torsional buckling. 
ANALISIS STATIK BEBAN GEMPA PADA PERENCANAAN STRUKTUR GEDUNG REKTORAT UNHASY TEBUIRENG JOMBANG Titin Sundari; Abdiyah Amudi; Totok Yulianto; Rahma Ramadhani
Rekayasa Sipil Vol 14, No 3 (2020)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2020.014.03.7

Abstract

Static analysis is a simplification of dynamic analysis. Earthquake vibrations cause lateral forces at the base of the structure, and will be distributed on each floor of the building as lateral level forces. This analysis is suitable for regular building shapes. In accordance with SNI 1726: 2012, the value of the base shear force V is 103,039 kg for the X and Y directions. The displacement value is 54 mm and drift ratio ∆ < ∆a (allowable)
U-DITCH PRACETAK BERDASARKAN SNI 1725: 2016 SEBAGAI STANDAR DESAIN Titin Sundari; Fatma Ayu Nuning Farida Afiatna
Rekayasa Sipil Vol. 17 No. 1 (2023): Rekayasa Sipil Vol. 17 No. 1
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2023.017.01.4

Abstract

Generally, local precast U-ditch does not yet have consistent dimensions and quality. The dimensions of the u-ditch are too large or too small with low power, making the u-ditch inefficient. This is because there is no design standard for U-ditch. This study aims to determine the strength of local precast U-ditch based on SNI 1725: 2016. The results of this analysis show that the flexural resistance of local U-ditch products is smaller than the external loads (𝝓 Mn < Mu).
Co-Authors A'izzatul Khiyana abdiyah amudi Abdiyah Amudi, Abdiyah Agoes Soehardjono Agus Wiyono Anita Anjani Diah Palupi, Budi Rahayu Heri Prawoto mahbub abrori Mutrofin, Akmam Nugroho, Meriana Wahyu Pranayudha, Agusti Samsu Pranayudha Rahardjo, Fadjar Wahyu Rahma Ramadhani Syawaluddin Efendi Lubis Totok Yulianto Totok Yulianto Totok Yulianto Veithzal Rivai Zainal Wisnumurti .