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All Journal Jurnal Spektran E-Jurnal Ekonomi dan Bisnis Universitas Udayana Jurnal Teknik Sipil Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Techno.Com: Jurnal Teknologi Informasi Jurnal RESTI (Rekayasa Sistem dan Teknologi Informasi) Potensi : Jurnal Sipil Politeknik Empowerment : Jurnal Pengabdian Masyarakat Dinamisia: Jurnal Pengabdian Kepada Masyarakat SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan JPP IPTEK (Jurnal Pengabdian dan Penerapan IPTEK) Abdimas Umtas : Jurnal Pengabdian kepada Masyarakat GANEC SWARA To Maega: Jurnal Pengabdian Masyarakat Jurnal Pengabdian Masyarakat Borneo Abdi Dosen : Jurnal Pengabdian Pada Masyarakat KAIBON ABHINAYA : JURNAL PENGABDIAN MASYARAKAT INTEGRITAS : Jurnal Pengabdian Jurnal Pengabdian Masyarakat Teknik Bubungan Tinggi: Jurnal Pengabdian Masyarakat Jurnal Pengabdian Masyarakat Multidisiplin BERNAS: Jurnal Pengabdian Kepada Masyarakat Spektrum Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil ABDI MOESTOPO: Jurnal Pengabdian pada Masyarakat Jurnal Teknik Gradien TIERS Information Technology Journal Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi Jurnal Ilmu Manajemen, Ekonomi dan Kewirausahaan Fidelity : Jurnal Teknik Elektro J-ABDIPAMAS (Jurnal Pengabdian Kepada Masyarakat) Reinforcement Review In Civil Engineering Studies and Management Archipelago: Jurnal Pengabdian Kepada Masyarakat Iain Ternate Jurnal Teknik Sipil
Dewa Ayu Putu Adhiya Garini Putri
Universitas Pendidikan Nasional
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Journal : Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi

 1 
Analisis Daktilitas Struktur Gedung Rangka Beton Bertulang Dengan Metode Analisis Pushover: (Studi: Gedung Tugu Reasuransi Indonesia Jakarta) Ketut Nuraga; Dewa Ayu Putu Adhiya Garini Putri; Ketut Antriksa; Joao Ficher
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (400.401 KB) | DOI: 10.38043/telsinas.v4i2.3342

Abstract

Hasil analisis daktilitas struktur gedung beton bertulang dengan metode analisis Pushover menggunakan program SAP2000 didapat besarnya perpindahan pada sendi plastis saat ultimit dengan sendi plastis yang pertama kali terbentuk, diperoleh faktor daktilitas pada arah x sebesar (?) = 2,29 dan arah faktor daktilitas arah y sebesar (?) = 2,42 nilai faktor aktual daktilitas tersebut menunjukan bahwa struktur gedung tersebut bersifat Daktail parsial, dimana struktur mengalami respon inelastic.
Analisis Biaya Perjalanan Lalu Lintas Akibat Adanya Pengaruh Hambatan Samping pada Ruas Jalan Raya Canggu I Gede Adi Pramesta; I Gusti Ngurah Nyoman Wismantara; Dewa Ayu Putu Adhiya Garini Putri
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (290.049 KB) | DOI: 10.38043/telsinas.v5i1.3731

Abstract

Canggu Village is a village located in the tourist area of southern Bali. resulting in economic activity originating from tourism activities. transportation has greatly increased. especially in traffic conditions. this is the interest of researchers to analyze the cost of traffic travel due to side barriers. This method is to ensure the presentation of road fractions referring to the 1997 MKJI and the calculation of the BOK for vehicles involving the strategy of the Ministry of Public Works in 2005. Meanwhile, the calculation of the BOK for bicycles refers to the DLLAJ strategy. for the Province of Bali - PTS Consultant 1999. The consequences of this study are: 1) The current appearance of the Canggu Highway with the presence of side barriers are: The capacity of the street portion is 2.883 pcu/hour at top hours in the first part of the day. evening. what's more, evening. The degree of saturation or v/c ratio on the existing road is 0.513 for the morning peak hours. 0.469 and 0.496 for the afternoon and evening peak hours. The speed of light vehicles during the morning top hours is 13.48 km/hour. the afternoon peak hours are 14.11 km/hour and the afternoon peak hours are 13.48 km/hour hours. The level of service for each peak hour is at service level F. 2) The total traffic cost due to the presence of side barriers per 12 hours of observation is Rp. 4.372.938.06. and the cost of travel in each peak hour is for the morning peak hour at 07.15-08.15 Rp. 356.444.50. the peak hour at 12.15-13.15 is Rp. 297.484.08 peak hours in the afternoon at 16.15-17.15 for Rp. 707.875.89.
Analisis Biaya Perjalanan Lalu Lintas Akibat Adanya Pengaruh Hambatan Samping pada Ruas Jalan Raya Canggu I Gede Adi Pramesta; I Gusti Ngurah Nyoman Wismantara; Dewa Ayu Putu Adhiya Garini Putri
Jurnal Ilmiah Telsinas Vol 5 No 1 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (290.049 KB) | DOI: 10.38043/telsinas.v5i1.3731

Abstract

Canggu Village is a village located in the tourist area of southern Bali. resulting in economic activity originating from tourism activities. transportation has greatly increased. especially in traffic conditions. this is the interest of researchers to analyze the cost of traffic travel due to side barriers. This method is to ensure the presentation of road fractions referring to the 1997 MKJI and the calculation of the BOK for vehicles involving the strategy of the Ministry of Public Works in 2005. Meanwhile, the calculation of the BOK for bicycles refers to the DLLAJ strategy. for the Province of Bali - PTS Consultant 1999. The consequences of this study are: 1) The current appearance of the Canggu Highway with the presence of side barriers are: The capacity of the street portion is 2.883 pcu/hour at top hours in the first part of the day. evening. what's more, evening. The degree of saturation or v/c ratio on the existing road is 0.513 for the morning peak hours. 0.469 and 0.496 for the afternoon and evening peak hours. The speed of light vehicles during the morning top hours is 13.48 km/hour. the afternoon peak hours are 14.11 km/hour and the afternoon peak hours are 13.48 km/hour hours. The level of service for each peak hour is at service level F. 2) The total traffic cost due to the presence of side barriers per 12 hours of observation is Rp. 4.372.938.06. and the cost of travel in each peak hour is for the morning peak hour at 07.15-08.15 Rp. 356.444.50. the peak hour at 12.15-13.15 is Rp. 297.484.08 peak hours in the afternoon at 16.15-17.15 for Rp. 707.875.89.
Analisa Deskriptif Keterlambatan Pekerjaan Proyek Konstruksi Eto Tower Dili, Timor-Leste I Komang Agus Ariana; Dewa Ayu Putu Adhiya Garini Putri; Messias Da Costa Boavida
Jurnal Ilmiah Telsinas Vol 5 No 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38043/telsinas.v5i2.4111

Abstract

In general, every implementation of a construction project there is always a work delay. The delay in this work has an impact on the implementation of the Eto Tower construction project in Dili, Timor-Leste which will be carried out in January 2020 to January 2021, but has been delayed. Thus, the purpose of this study is to describe what causes delays in the Eto Tower construction project. Descriptive statistical analysis was used in this study. Where the number of samples is 33 employees which is the entire population. The results of this study indicate that the main causes that affect the delay in the Eto Tower construction project are environmental factors with a mean value of 27.24, lack of materials and materials with a mean value of 26.85 and the cause of equipment with a mean value of 26.67. Support from the local community in the project is needed.
Analisis Daktilitas Struktur Gedung Rangka Beton Bertulang Dengan Metode Analisis Pushover: (Studi: Gedung Tugu Reasuransi Indonesia Jakarta) Nuraga, Ketut; Putri, Dewa Ayu Putu Adhiya Garini; Antriksa, Ketut; Ficher, Joao
Jurnal Ilmiah Telsinas Vol 4 No 2 (2021)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (400.401 KB) | DOI: 10.38043/telsinas.v4i2.3342

Abstract

Hasil analisis daktilitas struktur gedung beton bertulang dengan metode analisis Pushover menggunakan program SAP2000 didapat besarnya perpindahan pada sendi plastis saat ultimit dengan sendi plastis yang pertama kali terbentuk, diperoleh faktor daktilitas pada arah x sebesar (?) = 2,29 dan arah faktor daktilitas arah y sebesar (?) = 2,42 nilai faktor aktual daktilitas tersebut menunjukan bahwa struktur gedung tersebut bersifat Daktail parsial, dimana struktur mengalami respon inelastic.
Co-Authors Adhi Kusuma Putra Adie Wahyudi Oktavia Gama Agus Ariana, I Komang Anak Agung Ayu Bintang Janandewi Anak Agung Gde Alit Wiradyatmika Anak Agung Putu Yoga Pratama Antriksa, Ketut Ariawan, Putu Arnesia Udariani Budiarnaya, Putu Caroline Febriyanti Mengo Lengur Decky Cipta Indrashwara Devita Monica Dewa Gede Agung Juniawan Dewi, Dewa Ayu Susanti Diah Yonita Bella Diantari, Putu Yuliska Esta Hendrawan, I Putu Agus Falah, Muhammad Yusrul Ficher, Joao Gede Agus Suryanatha Gede Humaswara Prathama Gusi Putu Lestara Permana Hayu Mas Wrespatiningsih Herin, Kornelisen Mario Kesin I Gede Adi Pramesta I Gede Egga Putra Setiawan I Gede Sanica I Gusti Lanang Bagus Eratodi I Gusti Ngurah Agung Gde Putra Nandika I Gusti Ngurah Nyoman Wismantara I Made Agus Ariawan I Made Oka Suryanata I Nyoman Indra Kumara I P. Alit Suthanaya I Putu Aswin Anandam I Wayan Gede Darma Yoga I Wayan Sutama I Wayan Sutama Ida Bagus Puniardhi Isabha Pidada Ida Bagus Suryabrata Indrashwara, Decky Cipta Insani Nurul Hayati Janandewi, Anak Agung Ayu Bintang Joao Ficher John Timotius Junieargo Kadek Devi Kalfika Anggria Wardani Kadek Dika Pramana Putra Kadek Prasilia Candra Dewi Ketut Antriksa Krisnayuni, Ni Kadek Prima Lelia Petronila Gusmao Freitas Made Abdi Wiguna Mbete, Mario Hironimus Melati Br Hombing Messias Da Costa Boavida Muliawan, I Komang Nabila Shintya Dewi Dewi Nadun, Paskalis Aprianto Ni Kadek Lelyani Ni Luh Putu Sariani Ni Made Pamela Narindra Putri Ni Made Widyaningtyas Dwi Utami Ni Nengah Rupadi Kertiriasih Ni Nyoman Ayu Sariningsih Nilton Da Conceicao Marques Nuraga, Ketut Pertama, Gusti Putu Lestara Pradila Samita, Gede Aldian Putra, Ach Firdaus Eric Putrawan, Ni Wayan Karishma Vidya Poedja Putri, Putu Galuh Gita Anindya Putu Ariawan Putu Christian Dita Nugraha Putu Galuh Gita Anindya Putri Ravika Nur Melinda Riyan Fadillah Roger Bastiano Lica-Lica Dias Marcal Sari, Ida Ayu Laksmi Nirmala Utami, Ni Made Widyaningtyas Dwi Vidya Shania Devi Wafid Azizah Wardana Sudarta, Abe Pramuda wijana, I Wayan Ary