cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
Kota bandar lampung,
Lampung
INDONESIA
Jurnal Rekayasa Sipil dan Desain
Published by Universitas Lampung
ISSN : 23030011     EISSN : 27150690     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 545 Documents
 6   7   8   9   10 
Implementasi Sistem Manajemen Mutu ISO 9001:2015 PT Nindya Karya (Persero) pada Proyek Constructing of Nine (9) New Buildings and Supporting Infrastructures of UIN Raden Fatah Palembang Sianturi, Anita Christiani; Kustiani, Ika; Siregar, Amril Ma'ruf
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1535

Abstract

Sistem manajemen mutu merupakan uraian proses kerja yang harus dilaksanakan secara berurutan, konsisten, dan sesuai dengan prosedur serta tata kerja yang berlaku, untuk menerapkannya dibutuhkan standar pengendalian dan penjaminan mutu secara umum. Standar sistem manajemen mutu secara umum adalah ISO 9001 yang diakui internasional dan bersifat global untuk berbagai bidang usaha. Tujuan penelitian ini adalah untuk mengidentifikasi tingkat implementasi sistem manajemen mutu ISO 9001:2015 PT. Nindya Karya (Persero) pada proyek Constructing of Nine (9) New Buildings and Supporting Infrastructures of UIN Raden Fatah Palembang dan menyelidiki kendala-kendala yang terjadi dalam penerapan sistem manjemen mutu. Data sekunder yang digunakan adalah berupa dokumen kualitas yang terdiri dari beberapa level dokumen, sedangkan data primernya berupa kuesioner. Pertanyaan kuesioner mengacu kepada 7 klausul ISO 9001:2015, yaitu konteks organisasi, kepemimpinan, perencanaan, pendukung, operasi, evaluasi kinerja, dan peningkatan. Hasil penelitian menyimpulkan bahwa PT Nindya Karya (Persero) layak untuk mendapat sertifikat ISO 9001:2015 dengan tingkat implementasi sebesar 75,18%. Kendala yang dialami dalam pelaksanaan proyek terdapat pada klausul kepemimpinan, perencanaan, dan peningkatan.
Analisis Elemen Hingga pada Balok Beton Bertulang dengan Perkuatan Wiremesh Novrian, Ridho Rizky; Alami, Fikri; Isneini, Mohd.
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1537

Abstract

Penelitian ini membahas pemodelan balok beton bertulang yang diperkuat material wiremesh, yang dianalisis menggunakan finite element analysis (FEA) software. Pemodelan yang dilakukan mengacu pada studi eksperimental terdahulu. Balok yang dimodelkan hanya seperempat bagian untuk mempercepat proses analisis. Interaksi antara beton dan tulangan dimodelkan sebagai embedded region dan interaksi antara beton dan material wiremesh dimodelkan sebagai tie constraint. Persentase selisih antara pemodelan dan studi eksperimental untuk balok tanpa perkuatan adalah 0,76% untuk lendutan, 10,88% untuk regangan beton bagian atas, dan 13,70% untuk regangan beton bagian samping. Persentase selisih antara pemodelan dan studi eksperimental untuk balok dengan perkuatan wiremesh adalah 18,47% untuk lendutan, 2,09% untuk regangan beton bagian atas, dan untuk 1,93% regangan beton bagian samping. Adanya perbedaan nilai lendutan dan regangan secara umum disebabkan olehinteraksi antar permukaan komponen pada pemodelan dimodelkan terikat sempurna dan material beton pada pemodelan bersifat homogen.
Analisis dan Perencanaan Sistem Drainase di Lingkungan Universitas Lampung (Studi Kasus Zona IV: Wilayah GSG – Rusunawa Universitas Lampung) Dwi Putra, Arief Rachmat; Angin, Geleng Perangin; Purwadi, Ofik Taufik
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1539

Abstract

Universitas Lampung yang terletak di kecamatan Rajabasa menjadi salah satu lokasi rawan banjir, yang disebabkan oleh tidak berfungsinya sistem drainase. Sebagai kawasan perguruan tinggi yang seharusnya menjadi tempat pendidikan yang nyaman sepatutnya terus dilakukan peningkatan fasilitas dan infrastrukturyang menunjang peningkatan kualitas akademik dan non akademik. Salah satu bentuk peningkatan kualitas non-akademik adalah penataan lingkungan, yaitu perencanaan pembangunan sistem drainase.Hal ini dimaksudkan untuk menyelesaikan beberapa titik genangan banjir yang terjadi pada saat musim penghujan. Sistem drainase yang ada belum optimal. Analisis yang dilakukan pada penelitian ini meliputi analisis hidrologi yang bertujuan untuk menghitung debit rencana menggunakan metode rasional dan mengetahui kapasitas tinggi muka air pada saluran eksisting.Nilai dari tinggi muka air akan diketahui posisi titik banjir pada saluran eksisting.Berdasarkan hasil analisis, tidak ada data bahwa tinggi muka air di saluran yang melebihi tinggi saluran. Tetapi di beberapa titik tidak memiliki saluran drainase.Sehingga menyebabkan air menggenang. Untuk mengatasi genangan tersebut harus dibuat saluran drainase dengan kode PR1 – PR4, dengan ukuran dimensi tinggi saluran 50 cm, lebar saluran 50 cm dan panjang saluran ± 240 m.
Kuat Lekat Beton dengan Variasi Umur Beton, Kekasaran Permukaan, Kelembapan dan Mutu Beton Andhini, Vania Meutia; Noorhidana, Vera Agustriana; Alami, Fikri
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1566

Abstract

AbstractStructure strengthening by adding fresh concrete mix to he existing concrete has a weakness in the bonding between the concrete joint. Research on the concrete-to-concrete bond strength has been carried out with various treatments. This study aims to determine the factors that influence bond strength between old concrete (substrate) and new concrete (overlay). The factors include are the substrate's ages, substrate surface's roughness, water content of the substrate and the compressive strength of the added concrete.The test method used in this study is slant shear test to quantify the bond strength. 150 × 150 × 300 mm2 prism with the interface line angle at 30°to the vertical was used as the specimen. The specimen cast in 2 phases, first substrate casting and second overlay casting. The overlay cast at different age of substrate depends on the variation needed. The treatments given are: 1) difference of overlay compressive strength which use 15 MPa, 25 MPa and 45 MPa concrete compressive strength; 2) difference of substrate’s ages at 7 days, 28 days and 42 days; 3) difference of substrate surface’s roughness with 3 sub-variations smooth, medium and coarse; 4) difference of water content of substrate specimen with dry, SSD and wet sub-variations.Keyword : concrete-to-concrete bond strength, slant shear test, interface roughness, substrate's ages.
Analisis Efisiensi dan Kehilangan Air pada Jaringan Irigasi Daerah Irigasi Sekampung Bunut Utami, Elok Budi; Kusumastuti, Dyah Indriana; Winarno, Dwi Joko
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1567

Abstract

Considering the bad impact of water loss which has an impact on its efficiency, the authors are interested in analyzing the efficiency and water loss in irrigation networks in the Sekampung Bunut Irrigation Area (DI). Efficiency and water losses were analyzed using the in-discharge discharge method. The data used in this analysis consist of primary data in the form of flow velocity data with current meters, irrigation channel cross-sections, temperature data, humidity data, then secondary data, namely data on the length of solar radiation and wind speed data. Loss of water in the secondary irrigation channel KR Irrigation Area (DI) of Sekampung Bunut lost an average of 17.15%. Meanwhile, the efficiency of the secondary channel in the Irrigation Area (DI) of Sekampung Bunut was 82.85%. The theoretical value of the average efficiency in the secondary channel KR is 90%. This shows that the amount of efficiency is still below the requirements of theoretical efficiency. One of the factors that cause water loss in the secondary channel in the Sekampung Bunut Irrigation Area is the evaporation factor that occurs along the irrigation channel. Keywords: Channel efficiency, water loss, water discharge.
Pengaruh Hambatan Samping Terhadap Kapasitas Jalan (Studi Kasus Jalan Imam Bonjol dan Jalan R.A Kartini Bandar Lampung Destriana, Revina; Karami, Muhammad; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1568

Abstract

 The existence of roads is a tool to serve the movement of activities in urban areas. The problems that occur on the Jl. Imam Bonjol and Jl. RA Kartini is the number of vehicles that carry out activities in and out on the left and right of the road, the slow flow of vehicles, pedestrians, and the number of people who make buying and selling transactions on the right and left sides of the road which causes congestion and queues of vehicles that result in the road section is not functioning properly, namely as the main road in the city of Bandar Lampung. For this reason, it is necessary to analyze the effect of side barriers on the capacity of these roads.The purpose of this study is to identify the effect of side barriers on road capacity, the volume of vehicles on Imam Bonjol and RA Kartini roads and the difference in travel time required on the Imam Bonjol and RA Kartini roads in the morning and evening. To achieve a goal, the target is What is done is expected to be able to help the proper handling of road performance improvement and to determine the magnitude of the influence of side friction factors on the capacity of roads that occur in urban areas, especially Imam Bonjol and RA Kartini roads. And the method used in this study usesGuidelines for Indonesia's Road Capacity (PKJI) 2014.The output obtained from the research is the very high effect of side friction (ST) on the Imam Bonjol and RA Kartini roads resulting in a decrease in capacity, namely the Imam Bonjol road has decreased capacity by 27.73% and the RA Kartini section has decreased capacity. amounted to 26.27%. From the results of the survey conducted, it was found that the volume of heavy traffic affected the value of the capacity on the roads of Imam Bonjol and RA Kartini along 200 meters respectively.It was found that the effect of very high side friction (ST) resulted in an increase in travel time, namely on roads. Imam Bonjol the travel time needed is 3 minutes 10 seconds (3.78 km / hour) and on the RA Kartini road section it is 57 seconds (12.63 km / hour).Keywords : Side Obstacles, Traffic jam, time and capacity.    
Desain Struktur Utama Suspension Building Menggunakan Balok Pelat Berdinding Penuh (Pelat Girder) Nopendrianto, Antok; Bayzoni, Bayzoni; Husni, Hasti Riakara
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1577

Abstract

AbstractPlate girder is a flexible structural component that composed from several plate elements. Basically, plate girder is a beam with a large cross-sectional size and a long span. Plate girder is an alternative if the largest hot rolled steel profile is insufficient to carry the working load due to its long span.This research will plan the main structure, that is girder plate for a multi-storey building with a hanging system (suspension building), and also plan the complementary components. Generally, the implementation steps of the process are collecting planning data, calculating loading, calculating the forces those worked on the structure using SAP2000, after that, designing the girder plate profile, and other components such as joint design and stiffener design, so that safe structural details are obtained.In the design that has been done, the column dimensions are obtained (h = 1500, bf = 500, tw = 8, tf = 30) mm, beam (h = 1500, bf = 450, tw = 8, tf = 30) mm, transverse stiffener ( bp = 120, tp = 8, h = 1440) mm, column-beam joints (Db = 24mm, n1 = 36 bh, n2 = 78 bh), beam-beam joints (Db = 24mm, n1 = 32 bh, n2 = 70 bh), splice joints (Db = 24mm, n1 = 26 bh, n2 = 16 bh), and base plate connections (Db = 24mm, n1 = 10 bh). Based on the design, the profile and components are quite safe to use.Keywords : Girder Plate Beam, Steel Structure, Building Structure Design, Suspension Building. 
Evaluasi Bangunan Gedung Rumah Sakit Terhadap Beban Gempa Dengan Menggunakan Metode Statik Ekuivalen Nurrohmat, Farhan; Widyawati, Ratna; Alami, Fikri
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 3 (2020): Edisi September 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i3.1590

Abstract

Rumah sakit merupakan bagian integral dari suatu organisasi sosial dan kesehatan dengan fungsi menyediakan pelayanan, penyembuhan penyakit dan pencegahan penyakit kepada masyarakat. Sehingga perlu diteliti untuk mengetahui kekuatan dan kinerja struktur gedung terhadap beban gempa pada gedung Rumah Sakit. Tujuan penelitian ini adalah mengevaluasi kinerja struktur atas Gedung Rumah Sakit terhadap beban gempa statik ekivalen dalam memenuhi persyaratan keamanan struktur berdasarkan SNI:1726-2012. Perhitungan beban gempa menggunakan metode Statik Ekuivalen dengan bantuan program ETABS 2017. Analisis gempa statik ekivalen digunakan untuk mengevaluasi kinerja layan bangunan dan kinerja struktur bangunan. Dari hasil analisis, diperoleh Story drift yang tergolong aman karena tidak melebihi batas simpangan izin sebesar 209 mm dan level kinerja struktur pada peraturan ATC-40 gedung masih dalam keadaan elastis. Balok dan kolom tidak perlu dievaluasi ke tahap Pushover karena nilai DCR kurang dari 2. Balok B1 di Lantai 2-4 memiliki perbedaan antara tulangan lentur dan geser yang dibutuhkan pada analisis dengan tulangan pada eksisting. Kolom lantai 2 K1.5, K1.8, K1.11 memiliki perbedaan antara tulangan lentur yang dibutuhkan pada analisis dengan tulangan pada eksisting. dan untuk tulangan geser kolom dalam kondisi aman. Penulangan pelat lantai pelat Lantai 2 sampai dengan 5 pada daerah tumpuan dan lapangan pelat arah X dan Y aman karena sama dengan hasil eksisting.
Dampak Nilai Tekanan Menggunakan Metode Standar Terhadap Daya Dukung Tanah Dasar (subgrade) Miranti, Yesi; Setyanto, Setyanto; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1593

Abstract

The subgrade is a very important role in road construction because it is the beginning of determining the quality and capacity of the soil bearing capacity. One way to strengthen the soil is by soil compaction because it can reduce the amount of unwanted soil subsidence and to rearrange the soil grain structure, so that it becomes denser so that the soil will be denser.This study used grained soil, the type of silty sand from Muara Dua Village, Ulu Belu District, Tanggamus Regency, Lampung Province. The method used is standard compaction and laboratory CBR to determine the impact of the pressure value using a modified press device. The burden used in this research is 3 MPa, 6 MPa, 9 MPa, 12 MPa, and 15 MPa.In the modified press tool test, the values obtained were 12.1 MPa and Laboratory CBR for 3 MPa pressure was 2.7%, 6 MPa pressure was 3%, 9 MPa pressure was 7.8%, 12 MPa pressure was 12.3%, and pressure 15 Mpa of 15.9%. So it can be concluded from the impact of the pressure value using a modified press tool is that the greater the pressure value, the CBR value will increase.Keywords: Standar Proctor, CBR Laboratory, Modification Press Tool. 
Study of The Access Performance of Airport Toll Road on Trans Sumatera Toll Road Bakauheni – Terbanggi Besar (Case Study: Intersection of Natar Toll Road) Rahmadini, Mustika; Purba, Aleksander; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1611

Abstract

The construction of the Trans Sumatra Toll Road provides convenience for the public. The distance from the Natar Toll Gate to the intersection of the Lintas Sumatera Road, which is 2,5 km will interfere with toll performance at the peak of holidays if it is not properly regulated. Therefore, it is necessary to do reaserch to determine the performance of toll roads at the Exit of Natar Toll, to know the performance of roads outside the city on Jalan Branti Raya and to find out the performance of signalized intersections at the Natar Toll Exit Intersection. This reaserch use the 2014 Indonesian Road Capacity Guidelines (PKJI) method. The results show that the performance of the toll road at the Natar Toll Exit was still adequate with degree of saturation with direction 1 is 0,09 and direction 2 is 0,13. The performance of roads outside the city on Jalan Branti Raya  was still adequate with degree of saturation with direction 1 is 0,47 and direction 2 is 0,43. The performance of the signalized intersection at the Natar Toll Exit Intersection is almost saturated with the degree of saturation the south approach is 0.67; the east approach is 0.08 and the north approach is 0.82. The queue for the south approach is 30 meters; the east approach is 2 meters and the north approach is 84 meters. The average delay of the intersection is 25 seconds /skr. To improve the performance of the Natar Toll Exit Intersection, it is necessary to rearrange the green time at this intersection.

Page 8 of 55 | Total Record : 545

 6   7   8   9   10 

Filter by Year

2013 2024


Reset
Filter By Issues
All Issue Vol. 12 No. 1 (2024): Edisi Maret 2024 Vol. 11 No. 4 (2023): Edisi Desember 2023 Vol. 11 No. 3 (2023): Edisi September 2023 Vol. 11 No. 2 (2023): Edisi Juni 2023 Vol. 11 No. 1 (2023): Edisi Maret 2023 Vol. 10 No. 4 (2022): Edisi Desember 2022 Vol. 10 No. 3 (2022): Edisi September 2022 Vol. 10 No. 2 (2022): Edisi Juni 2022 Vol. 10 No. 1 (2022): Edisi Maret 2022 Vol. 9 No. 4 (2021): Edisi Desember 2021 Vol. 9 No. 3 (2021): Edisi September 2021 Vol. 9 No. 2 (2021): Edisi Juni 2021 Vol. 9 No. 1 (2021): Edisi Maret 2021 Vol. 8 No. 4 (2020): Edisi Desember 2020 Vol. 8 No. 3 (2020): Edisi September 2020 Vol. 8 No. 2 (2020): Edisi Juni 2020 Vol. 8 No. 1 (2020): Edisi Maret 2020 Vol. 7 No. 4 (2019): Edisi Desember 2019 Vol. 7 No. 3 (2019): Edisi September 2019 Vol. 7 No. 2 (2019): Edisi Juni 2019 Vol. 7 No. 1 (2019): Edisi Maret 2019 Vol. 6 No. 4 (2018): Edisi Desember 2018 Vol. 6 No. 3 (2018): Edisi September 2018 Vol. 6 No. 2 (2018): Edisi Juni 2018 Vol. 6 No. 1 (2018): Edisi Maret 2018 Vol. 5 No. 4 (2017): Edisi Desember 2017 Vol. 5 No. 3 (2017): Edisi September 2017 Vol. 5 No. 2 (2017): Edisi Juni 2017 Vol. 5 No. 1 (2017): Edisi Maret 2017 Vol. 4 No. 4 (2016): Edisi Desember 2016 Vol. 4 No. 3 (2016): Edisi September 2016 Vol. 4 No. 2 (2016): Edisi Juni 2016 Vol. 4 No. 1 (2016): Edisi Maret 2016 Vol. 3 No. 3 (2015): Edisi September 2015 Vol. 3 No. 2 (2015): Edisi Juni 2015 Vol. 3 No. 1 (2015): Edisi Maret 2015 Vol. 1 No. 1 (2013): Edisi Maret 2013 More Issue