Garuda - Garba Rujukan Digital

Studi Perancangan Ruang Henti Khusus (RHK) Sepeda Motor Di Simpang Bersinyal (Studi Kasus Simpang Tugu Pecel, Simpang Ruang Terbuka Hijau (RTH) Kartini Dan Simpang Diponegoro Di Kota Madiun) Wahana Lestari, Titik Nur; Amudi, Abdiyah; Anggraeni, Ayu Roesdyning Tyas Dyah
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2, No 2: September 2019
Publisher : Department of Civil Engineering, Dr. Soetomo University

The growth of motorcycle in Indonesia increased rapidly and is the most common vehicle on the highway, especially at a crossroads in the city of Madiun. As a result, there is often an accumulation of irregular motorcycle and breaking traffic at the junction in the red phase. This is indicated by motorcycle reaching more than 30 motorcycle at the junction in the red phase. That inflic the a conflicts that affect the movement of other vehicle. Related with this problem, to reduce the occurrence of conflict, needed traffic engineering by providing facility Advance Stop Lines (ASLs) at the Signed Intersection which is intended so that vehicle can exit from Intersection regularly and reduce the accidents at the Signed Intersection. The purpose of this research is knowing the Level Of Service (LOS) and determine the desain of Advance Stop Lines (ASLs) at Signed Intersection with research area is the Tugu Pecel Intersection, Ruang Terbuka Hijau Intersetion and Diponegoro Intersection in Madiun City. The method used in this research is the Indonesian Road Capacity Manual (MKJI,1997). The Level of Service (LOS) in existing condition is at Tugu Pecel Intersection is A (very good), at the RTH Kartini Intersection is E (bad) and Diponegoro Intersection is F (very bad). Design of Advance Stop Lines at the north approaching Tugu Pecel Intersection is 2 lanes with approach lanes (10,00 m × 1,00 m) and with an area of 6,75 m × 4,66 m, at the east approach of RTH Kartini Intersection is 2 lane with approach lanes (7,00 m × 1,00 m) and the area of 5,25 m ×4,66 m and the north Diponegoro Intersection are 2 aprroaching lanes with aprroac lanes (10,00 m ×1,00 m) and area 4,50 m ×4,66 m, south approach 2 lanes with approach lanes (7,00 m ×1,00 m) and area 4,50 m ×4,66 m, east approach is 2 lanes with approach lanes (9,50 m × 1,00m) and an area of 5,50 m ×4,66 m, the western approach is 2 lanes with approach lanes (7,00 m ×1,00 m) and an area 5,50 m ×4,66 m.

ANALISIS PERENCANAAN PONDASI DINAMIS UNTUK MENDUKUNG MESIN TURBIN PADA PABRIK GULA CUKIR JOMBANG Setyono, Ernawan; Amudi, Abdiyah
Media Teknik Sipil Vol 13, No 2 (2015): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

ANALISIS PERENCANAAN PONDASI DINAMIS UNTUK MENDUKUNG MESIN TURBIN PADA PABRIK GULA CUKIR JOMBANGDynamic Foundation Design Analysis To Support The Turbine Engine At The Sugar Factory of Cukir JombangErnawan Setyono1 & Abdiyah Amudi21&2Jurusan Teknik Sipil Universitas Muhammadiyah Malang Alamat korespondensi : Jl. Raya Tlogomas 246 Malang 65144AbstractFoundation plan to shore up machine load, the foundation system influinced by shaking load, the load caused by imbalance machine force and static system load (foundation and machine). Reminding the change shaking load, according to time and tempo function which long and working in repetition, it caused the structure would be difference compared with structure which accepted static load only. Foundation type used in this planning was block type foundation where in its calculation to find out the condition fulfilled dimention, using trial and error. In general, the foundation weight was the multiple times of machine weight. Direction amplitudo z = 0,127 mm, amplitudo direction x = 0,142 mm, amplitudo direction y = 0,19 mm, amplitudo vertical combination = 0,0083 rad, amplitudo horizontal combination = 0,0027 rad and turque amplitudo = 0,00159 rad. Dimention which able to resist the machine dynamic load by length 9,2 m, wide 4,8 m, and deep 2,8 m.Keywords : Dynamic Foundation, Elastic Half Space MethodAbstrakPerencanaan pondasi apabila harus menopang beban berupa mesin, maka sistem pondasi tersebut dipengaruhi oleh beban yang bergetar, beban ini disebabkan oleh gaya-gaya mesin yang tidak seimbang dan beban statis sistem (pondasi dan mesin). Mengingat bekerjanya beban yang bergetar tersebut berubah berdasarkan fungsi waktu dan tempo yang relatif lama dan bekerja secara berulang-ulang, maka hal ini menyebabkan kelakuan struktur akan berbeda apabila dibandingkan dengan struktur yang menerima beban statis saja. Tipe pondasi yang dipakai dalam perencanaan ini adalah tipe pondasi blok, dimana dalam perhitungannya untuk mendapatkan dimensi yang memenuhi syarat menggunakan cara coba-coba. Secara umum berat pondasi adalah sekian kali dari berat mesin. Amplitudo arah z = 0,127 mm, amplitudo arah x = 0,142 mm, amplitudo arah y = 0,19 mm, amplitudo kombinasi vertikal = 0,0083 rad, amplitudo kombinasi horizontal = 0,0027 rad dan amplitudo torsi = 0,00159 rad, Dimensi yang mampu menahan beban dinamis mesin yaitu dengan panjang 9,2 m, lebar 4,8 m dan kedalaman 2,8 m.Kata kunci : Pondasi Dinamis, Metode Elastic Half Space

EVALUASI KINERJA SIMPANG BERSINYAL (Studi Kasus: Jalan KH. Wahid Hasyim Jombang) Amudi, Abdiyah
Reaktom : Rekayasa Keteknikan dan Optimasi Vol 1 No 2 (2016)
Publisher : Universitas Hasyim Asy'ari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33752/reaktom.v1i2.54

Population of massive people caused the trafic crowded, and demand to good transportation as personal such as two wheels aslo four wheels getting high. That condition needs attention especially on the intersection. Unbalance of vehicle numbers with road numbers which is already provided of green wendesday cause delay and queue long enough on the intersection. Phase management plan and optimum cycle timing are expected to increase its capacity on the intersection. By getting that situation so the writer conduct study about phase and optimum cycle timing on the intersection at KH. Wahid Hasyim Jombang street by using counting method MKJI 1997 and got side obstacle arround A arm with intermediate obstacle, on B arm got high obstacle, on C and D arm got low obstacle. So that it needs solution by fixing side obstacle arround the branch, widening the branch and management of private vehicle and also special heavy transport to closer B (KH. Wahid Hasyim street) in rush hours of morning and eveningKeyword : Signalize Branch, MKJI 1997, Jombang

STRATEGI PENANGANAN PEDAGANG KAKI LIMA DI MOJOAGUNG JOMBANG Nugroho, Meriana Wahyu; Amudi, Abdiyah
Reaktom : Rekayasa Keteknikan dan Optimasi Vol 3 No 1 (2018)
Publisher : Universitas Hasyim Asy'ari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33752/reaktom.v3i1.275

AbstrakKeberadaan pedagang kaki lima di sekitar lapangan Mojoagung Jombang dianggap sebagai penyebab kemacetan lalu lintas dan mengganggu keindahan kota. Penelitian ini bertujuan untuk menggambarkan eksisting lapangan Mojoagung jombang dengan aktivitas pedagang kaki lima di sekitarnya, serta pembuatan desain penataan pedagang kaki lima di lapangan Mojoagung Jombang. Penelitian ini menggunakan pendekatan Analytical Hierarchy Process (AHP), rumusan strategi penanganan PKL selanjutnya yang dijabarkan dalam pelaksanaan program-program dengan memperhatikan kepentingan stakeholders dapat ditentukan berdasarkan skala prioritas. Hasil yang diperoleh dari pendekatan AHP, antara lain: kriteria faktor tata ruang memiliki pengaruh tingkat kepentingan tertinggi yaitu dengan bobot 0,359 (35,9 %) kemudian disusul dengan faktor ketertiban umum dengan bobot 0,226 (22,6 %), faktor ekonomi dengan bobot 0,178 (17,8%), faktor sosial dengan bobot 0,148 (14,8%) dan terakhir faktor lingkungan dengan bobot 0,089 (8,9 %).Kata Kunci: Strategi, Penataan PKL, dan AHPAbstractThe existence of PKL around Mojoagung Jombang field is considered to be the cause of traffic congestion and disturb the beauty of the city. This study aims to describe the existing area of Mojoagung jombang field with the activity of street hawkers in it, as well as making the design of structuring street vendors in the field Mojoagung Jombang. This study uses Analytical Hierarchy Process approach, the formulation of PKL's next handling strategy described in the implementation of programs with attention to stakeholders' interests can be determined based on priority scale. The results obtained from the AHP approach, among others: criteria of spatial factors have the highest importance of importance that is with the weight of 0.359 (35.9%) and then followed by public order factor with the weight of 0.226 (22.6%), economic factor with weight 0.178 (17,8%), social factor with weight 0,148 (14,8%) and last environmental factor with weight of 0,089 (8,9%).Keywords: Strategi, Penataan PKL, dan AHP

ANALISIS DAMPAK LALU LINTAS AKIBAT PEMBANGUNAN WISATA ALAM DESA MEDOWO KECAMATAN KANDANGAN KEDIRI Nurunnafissa, Maulida; Rijanto, Tri; Amudi, Abdiyah
Reaktom : Rekayasa Keteknikan dan Optimasi Vol 4 No 1 (2019)
Publisher : Universitas Hasyim Asy'ari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33752/reaktom.v4i1.420

Medowo village is one of the villages in Kandangan Districts residing in hilly area. Geographicalcircumstances make the Medowo Village has a variety of picturesque hills land and fertile. Some of which arenature tourism, nature tourism Gandrung Hill, Plengsengan Refreshing Hill (PRH), and Waterfall Sumber Jodo.The existence of the tourism traffic flow increasing at rush-hour. Lack of supporting facilities infrastructurearound natural tourism makes the reduced comfort felt by road users.To find out the impact of traffic on the roads of the third, then conducted the research along with trafficperformance analysis using the method of MKJI 1997 and the Balanced Scorecard SWOT analysis. From theresults of the calculation of the performance of the traffic road of in the third obtained the results of A road levelof service or Level Of Service (LOS) worth 0.02 - 0.03 impact analysis using SWOT and Balanced Scorecardrefers to the four (4) criteria i.e. strengths, weaknesses, opportunities, and threats. Keywords: Impact of traffic, Tourism nature, Capacity, Service levels

APLIKASI FUZZY DALAM OPTIMALISASI TRAFFIC LIGHT PERSIMPANGAN JUANDA Ramadhani, Rahma; Ummah, Imamatul; Amudi, Abdiyah; Yannuansa, Nanndo
Reaktom : Rekayasa Keteknikan dan Optimasi Vol 4 No 1 (2019)
Publisher : Universitas Hasyim Asy'ari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33752/reaktom.v4i1.423

Traffic Jam is a problem that often occurs in transportation problems. Juanda Junction is one of theintersections that often experience traffic jam. The causes of traffic jam arise from many things, includingthe presence of side barriers, the absence of markers so that the traffic light that works is not optimal.Based on the results of the initial survey, it was found that the duration of the green light in each pendekawas not adjusted for how many cars and motorcycles were passing. North approacher where most cars andmotorbikes are passing but get fewer duration of green lights than other approaches. This shows lessoptimal traffic light settings. The use of fuzzy method is expected to make traffic light settings moreoptimal because the old green light produced is more flexible in accordance with many cars andmotorcycles that pass through an approach. The results of the study were obtained for vehicles passingthrough the northern approacher as many as 26 cars and 177/cycle obtained manually by the green light for43 seconds and with fuzzy 45 seconds. Western approacher with many vehicles passing by 25 cars and170/cycle motorbikes received a 51-second manual green light and fuzzy 42 seconds. As well as for theeast approacher with many vehicles passing 24 cars and 168 motorcycles/cycle get the green lightmanually 53 seconds and with fuzzy 42 seconds. Key Words: Fuzzy, Junction, Traffic Light

Studi Perencanaan Gedung Rektorat Dengan Sistem Rangka Pemikul Momen Khusus (Studi Kasus Unhasy Tebuireng Jombang) Rahardjo, Fadjar Wahyu; Amudi, Abdiyah; Sundari, Titin; Yulianto, Totok
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 2, No 2 (2020)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v2n2.p48-54

Gedung rekorat terletak di lokasi kampus B Universitas Hasyim Asyâ€™ari Tebuireng â€“ Jombang yang difungsikan sebagai pusat akademik dan administrasi semua Fakultas. Rencana peningkatan bangunan gedung rektorat baru terdiri atas 7 lantai dengan ketinggian 32,40 m dan luas gedung 574 m2. Tujuan utama dilakukan penelitian agar dapat menghasilkan gambar perencanaan struktur gedung rektorat baru.Perencanaan struktur gedung rektorat baru menggunakan sistem tunggal berupa sistem rangka pemikul momen khusus (SRPMK) dan pemodelan menggunakan program aplikasi untuk menghitung momen dan reaksi dari komponen pelat lantai, tangga, balok, kolom, sloof dan poerplat dengan beban gempa desain menggunakan metode statik ekuivalen. Peraturan yang digunakan untuk perencanaan menggunakan SNI 1726:2012, SNI 2847:2013, SNI 1727:2013 dan PPIUG:1983.Hasil analisis dan desain pada gedung rektorat baru menghasilkan komponen struktur primer berupa balok B1 = 450 x 600, B3 = 350 x 500 dan kolom K1 = 700 x 700, K2 = 600 x 600 yang telah memenuhi syarat penampang untuk sistem rangka pemikul momen khusus dan mekanisme kolom kuat-balok lemah. Komponen struktur sekunder berupa pelat dengan tebal = 13 cm. Komponen struktur bawah berupa sloof SL = 400 x 800 dan poerplat P1 = 2100 x 2100 x 650 serta minipile 35 cm pada kedalaman 14 meter.

Kajian Awal Perencanaan Lajur Khusus Sepeda Dengan Menggunakan Metode IPA (Importance Performance Analysis) dan SWOT Prasetyo, Agung; Nugroho, Meriana Wahyu; Amudi, Abdiyah; Yulianto, Totok
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 2, No 2 (2020)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v2n2.p41-47

Perancangan fasilitas lajur dan jalur sepedaa juga terkait dengan UU Nomor 38 Tahun 2004 tentang Jalan dan Undang-undang Nomor 26 Tahun 2007 tentang Tata Ruang. Berdasarkan aspek legal tersebut, maka terdapat keharusan membangun lajur sepeda (Mulyadi, 2014). Dalam kajian lajur khusus sepeda terdapat beberapa analysis yaitu Level Of Service (LOS)Â yang digunakan untuk menilai volume dan kepadatan ruas jalan yang akan digunakan, menentukan nilai kelayakan ruas yang akan ditentukan. Selain Los Of Service LOS terdapat analysis Importance Performance Analysis (IPA) yang digunakan untuk mengukur hubungan antara persepsi konsumen dan prioritas peningkatan kualitas produk/jasa yang dikenal pula sebagai quadrantÂ analysis, lalu menggunakan analysis SWOT yang digunakan untuk menemukan aspek-aspek penting dari kekuatan, kelemahan, peluang, dan ancaman di dalam suatu kajian ruas jalan. Dari data analysis diatas mendapatkan nilai LOS baik pada jalan Diponegoro,RA Kartini dan Thamrin, sedangkan untuk analysis IPA terdapat nilai X 3.53, Y 3.76 pada jalan Diponegoro, nilai X 3.48, Y 3.76 pada jalan RA Kartini dan nilai X 3.76, Y 3.82 dijalan Thamrin. Pada analysis SWOT terdapat nilai ancaman yang sangat tinggi berupa kurangnya lahan sehingga tidak ada lahan bagi kendaraan berparkir dan PKL disepanjang jalan serta fasilitas yang kurang lengkap dan memadai.

Studi Perancangan Ruang Henti Khusus (RHK) Sepeda Motor Di Simpang Bersinyal (Studi Kasus Simpang Tugu Pecel, Simpang Ruang Terbuka Hijau (RTH) Kartini Dan Simpang Diponegoro Di Kota Madiun) Wahana Lestari, Titik Nur; Amudi, Abdiyah; Anggraeni, Ayu Roesdyning Tyas Dyah
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 2: September 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i2.1967

The growth of motorcycle in Indonesia increased rapidly and is the most common vehicle on the highway, especially at a crossroads in the city of Madiun. As a result, there is often an accumulation of irregular motorcycle and breaking traffic at the junction in the red phase. This is indicated by motorcycle reaching more than 30 motorcycle at the junction in the red phase. That inflic the a conflicts that affect the movement of other vehicle. Related with this problem, to reduce the occurrence of conflict, needed traffic engineering by providing facility Advance Stop Lines (ASLs) at the Signed Intersection which is intended so that vehicle can exit from Intersection regularly and reduce the accidents at the Signed Intersection. The purpose of this research is knowing the Level Of Service (LOS) and determine the desain of Advance Stop Lines (ASLs) at Signed Intersection with research area is the Tugu Pecel Intersection, Ruang Terbuka Hijau Intersetion and Diponegoro Intersection in Madiun City. The method used in this research is the Indonesian Road Capacity Manual (MKJI,1997). The Level of Service (LOS) in existing condition is at Tugu Pecel Intersection is A (very good), at the RTH Kartini Intersection is E (bad) and Diponegoro Intersection is F (very bad). Design of Advance Stop Lines at the north approaching Tugu Pecel Intersection is 2 lanes with approach lanes (10,00 m Ã— 1,00 m) and with an area of 6,75 m Ã— 4,66 m, at the east approach of RTH Kartini Intersection is 2 lane with approach lanes (7,00 m Ã— 1,00 m) and the area of 5,25 m Ã—4,66 m and the north Diponegoro Intersection are 2 aprroaching lanes with aprroac lanes (10,00 m Ã—1,00 m) and area 4,50 m Ã—4,66 m, south approach 2 lanes with approach lanes (7,00 m Ã—1,00 m) and area 4,50 m Ã—4,66 m, east approach is 2 lanes with approach lanes (9,50 m Ã— 1,00m) and an area of 5,50 m Ã—4,66 m, the western approach is 2 lanes with approach lanes (7,00 m Ã—1,00 m) and an area 5,50 m Ã—4,66 m.

Studi Perancangan Ruang Henti Khusus (RHK) Sepeda Motor Di Simpang Bersinyal (Studi Kasus Simpang Tugu Pecel, Simpang Ruang Terbuka Hijau (RTH) Kartini Dan Simpang Diponegoro Di Kota Madiun) Wahana Lestari, Titik Nur; Amudi, Abdiyah; Anggraeni, Ayu Roesdyning Tyas Dyah
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 2 No. 2: September 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i2.1967

The growth of motorcycle in Indonesia increased rapidly and is the most common vehicle on the highway, especially at a crossroads in the city of Madiun. As a result, there is often an accumulation of irregular motorcycle and breaking traffic at the junction in the red phase. This is indicated by motorcycle reaching more than 30 motorcycle at the junction in the red phase. That inflic the a conflicts that affect the movement of other vehicle. Related with this problem, to reduce the occurrence of conflict, needed traffic engineering by providing facility Advance Stop Lines (ASLs) at the Signed Intersection which is intended so that vehicle can exit from Intersection regularly and reduce the accidents at the Signed Intersection. The purpose of this research is knowing the Level Of Service (LOS) and determine the desain of Advance Stop Lines (ASLs) at Signed Intersection with research area is the Tugu Pecel Intersection, Ruang Terbuka Hijau Intersetion and Diponegoro Intersection in Madiun City. The method used in this research is the Indonesian Road Capacity Manual (MKJI,1997). The Level of Service (LOS) in existing condition is at Tugu Pecel Intersection is A (very good), at the RTH Kartini Intersection is E (bad) and Diponegoro Intersection is F (very bad). Design of Advance Stop Lines at the north approaching Tugu Pecel Intersection is 2 lanes with approach lanes (10,00 m Ã— 1,00 m) and with an area of 6,75 m Ã— 4,66 m, at the east approach of RTH Kartini Intersection is 2 lane with approach lanes (7,00 m Ã— 1,00 m) and the area of 5,25 m Ã—4,66 m and the north Diponegoro Intersection are 2 aprroaching lanes with aprroac lanes (10,00 m Ã—1,00 m) and area 4,50 m Ã—4,66 m, south approach 2 lanes with approach lanes (7,00 m Ã—1,00 m) and area 4,50 m Ã—4,66 m, east approach is 2 lanes with approach lanes (9,50 m Ã— 1,00m) and an area of 5,50 m Ã—4,66 m, the western approach is 2 lanes with approach lanes (7,00 m Ã—1,00 m) and an area 5,50 m Ã—4,66 m.

Title

Found 10 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 10 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 10 Documents
Search