Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Jurnal Tekno Global

TG
Website

Published by Universitas Indo Global Mandiri

ISSN : 24776955 EISSN : 23386762 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

Karya-karya ilmiah dalam jurnal Tekno Global yang pertama ini merupakan hasil dari tulisan dari Praktisi, Pakar dan dedikasi para Dosen Indo Global Mandiri yang senantiasa memiliki komitmen untuk mengembangkan Ilmu pengetahuan pada bidang Keteknikan baik dalam tataran praktis maupun teoritis sehingga dapat memberikan manfaat bagi masyarakat untuk meningkatkan kesejahteraan dan keamanan hidup. Meningkatan kualitas karya ilmiah dalam jurnal keteknikan merupakan suatu hal yang fundamental karena pembangunan adalah penopang berlangsungnya kehidupan sebuah negara. Jurnal Ilmiah Tekno Global diterbitkan 2 (dua) kali dalam 1 (satu) tahun pada bulan Juni dan Desember. Artikel yang diterbitkan bulan Juni diterima Dewan Redaksi paling lambat bulan Maret, dan yang diterbitkan bulan Desember diterima Dewan Redaksi paling lambat bulan September.

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 135 Documents

1 2 3 4 5

Analisis Dinamik Fondasi Mesin Generator Sets pada Power House Building Project Lube Oil Blending Plant Isti Radhista Hertiany; Hary Christady Hardiyatmo; Fikri Faris
Jurnal Tekno Global Vol 8, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

ABSTRACTGenerator set machine foundations in the Power House Building Project Lube Oil Blending Plant is located on Cilegon Industrial Estate Area (KIEC), Banten. Machine foundation is analyzed in three conditions to check the safety condition against the dynamic load. The first condition is the existing condition where the block foundation is not embedded in the ground. From the results of the analysis of this condition, the natural frequency value is 20,077 Hz. It is very close to frequency of machine foundation, although it is safe from resonance. The vertical and horizontal amplitude is safe because smaller than permission amplitude. In the second condition, the effect of the embedded block foundation is checked, the smaller natural frequency value 13,305 Hz is safe against resonance. The amplitude value obtained is also smaller. In the last condition analyzed the embedded block foundation without using piles to determine the effect of piles during the machine foundation system. Although the results of the analysis obtained a smaller natural frequency value of about 10,628 Hz but seen from its value of vertical and horizontal amplitude, the foundation without pile is not safe. In general, it can be concluded that the existing foundation is safe from dynamic load, but it would be better if the foundation of the block is embedded on the ground. The use of piles can reduce the amplitude value of machine foundation.Keywords : machine foundation, dynamic analysis, generator setsABSTRAKFondasi mesin generator sets pada Power House Building Project Lube Oil Blending Plant berlokasi di Kawasan Industrial Estate Cilegon (KIEC), Banten. Analisis fondasi mesin dilakukan dengan tiga kondisi untuk mengecek keamanan fondasi terhadap beban dinamik. Kondisi pertama adalah kondisi eksisting dimana fondasi blok tidak tertanam dalam tanah. Dari hasil analisis kondisi ini didapatkan nilai frekuensi natural 20,077 Hz. Frekuensi natural tanah ini mendekati nilai frekuensi mesin, walaupun masih saman dari resonansi. Nilai amplitudo vertikal dan amplitudo horizontal aman karena lebih kecil dari nilai amplitudo izin. Pada kondisi kedua dicek pengaruh fondasi blok tertanam dan dihasilkan nilai frekuensi natural yang lebih kecil yakni 13,305 Hz dan aman terhadap resonansi. Nilai amplitudo yang didapat juga lebih kecil. Pada kondisi terakhir dianalisis fondasi blok tertanam tanpa menggunakan pile untuk mengetahui pengaruh pile pada sistem fondasi mesin. Walaupun dari hasil analisis didapat nilai frekuensi natural yang lebih kecil yakni sekitar 10,628 Hz, namun dilihat dari nilai amplitudo vertikal dan amplitudo horizontalnya, fondasi tanpa pile ini tidak aman. Secara umum dapat disimpulkan bahwa fondasi eksistingaman terhadap gaya dinamik, namun akan lebih baik jika fondasi blok tertanam dalam tanah. Penggunaan pile mampu memperkecil nilai amplitudo pada fondasi mesin.Kata kunci : Fondasi mesin, analisis dinamik, generator sets

IMPLEMENTASI KEBIJAKAN PENGEMBANGAN KAWASAN JAKABARING Muhammad Arif Alian
Jurnal Tekno Global Vol 2, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

The development of the city is a manifestation of space requirements due to the growth of population with all its activities. To meet the needs of the space to run well, it would require a regulation that was called as spatial policies. Policies for spatial development are formulated as development guideline to realize an efficient and economical land use and able to ensure all stakeholders' interests in it. In the Palembang City, the government develop Jakabaring Region which the majority of its topography is tidal marsh. Since the late 90s, this area was developed by the government in stages. From this research we can note that the process of implementation of development policies Regions Jakabaring wasn’t going well, eventually occurred was sporadically policies implementation because of inconsistencies between the comprehensive plan with the piecemeal implementation / partial. It happened because the policy that was implemented only follow the development progress. So, each available layout plan was often revised, when being not in accordance with the implementation that was carried out. And the last, the implementation of Jakabaring Region’s development policies isn’t work well because of policies implementation that have been prepared not accompanied by strong control on development.Keywords: Implementation, policy, spatial planning, development

Kajian Persepsi dan Perilaku Masyarakat Terhadap Air Sungai Herda Sabriyah Dara Kospa
Jurnal Tekno Global Vol 7, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

AbstractMany research showed that river water had been polluted in most of big cities in Indonesia. The pollution had bad impacts to the environment, especially to the people living nearby the river. Lack of people awareness on sanitation had contributed to the river water contamination. River bank community used the river water as their daily basis mainly for deficating, washing, and throwing the garbage. Those domestic activities have polluted the river since the absence of waste water treatment process. However, the presence of community participation in water resource management was prerequisite to build sustainable development. The local community had the main power to alter their condition as they have the local knowledge of their environment. This study showed that the main factors of community perception on river water were a belief, interpretation of the conception of natural environment, interpretation of religion /belief, education, and needs. Community perception of the river water conservation was solely positive individual behavior but it did not create good behavior towards both physical and social environment. Public awareness of the environment must be initiated starting from family awareness. In addition, the government policy should focus on encouraging the community using persuasive way, not coercive measures. The government had to focus on educating the community about the impact of poor river water quality and also promoting the benefits of improving it, so that it can change in community perceptions of the environment. Keywords : River Pollution; Perception; People Behaviour AbstrakPencemaran sungai di Indonesia terutama di kota-kota besar telah berdampak negatif bagi lingkungan sekitar, terutama warga yang bermukim di bantaran sungai. Penyebab tercemarnya sungai salah satunya adalah kontribusi masyarakat yang masih kurang memiliki kesadaran untuk memperhatikan sanitasi. Perilaku manusia yang menyumbangkan pencemaran sungai antara lain kebiasaan mandi, cuci, dan membuang hajat di sungai. Selain itu, tinja yang diserap oleh mobil tangki langsung dibuang ke sungai tanpa pengolahan terlebih dulu. Peran serta masyarakat dalam pengelolaan sumber daya alam sebagai salah satu prasyarat dalam mewujudkan pembangunan berkelanjutan. Masyarakat lokal dianggap sebagai pihak yang paling mengetahui keadaan lingkungan sekitarnya. Pengambilan keputusan yang melibatkan masyarakat akan merefleksikan aspirasinya sehingga akan diperoleh keputusan yang lebih baik. Hasil kajian ini menunjukkan bahwa faktor utama yang mempengaruhi persepsi masyarakat terhadap air sungai antara lain: keyakinan, interpretasi terhadap konsepsi mengenai hakikat lingkungan alam, interpretasi terhadap ajaran agama/kepercayaan, pendidikan, dan kebutuhan. Persepsi masyarakat terhadap pelestarian air sungai hanya membentuk perilaku individu yang positif tetapi tidak membentuk perilaku yang baik terhadap lingkungan baik lingkungan fisik dan sosial. Kesadaran masyarakat terhadap lingkungan harus diawali dari kesadaran keluarga serta peran pemerintah difokuskan untuk mendorong masyarakat secara persuasif, bukan paksaan. Peran pemerintah difokuskan untuk menginformasikan kerugian dari buruknya kualitas air sungai dan mempromosikan manfaat-manfaat yang diperoleh dengan kondisi air sungai yang baik, sehingga dapat mengubah persepsi masyarakat terhadap lingkungan.Kata kunci : Persepsi, Perilaku, Pencemaran Sungai

INTEGRASI DI KAWASAN STRATEGIS CAGAR BUDAYA BENTENG MALBOROUGH, BENGKULU Abdul Hamid Hakim
Jurnal Tekno Global Vol 5, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Strategic Area Heritage Fort Malborough merupak one area that became a tourist destination which is very important in the city of Bengkulu. Within this area consists of several areas, namely Region Thomas Parr, New Market Region Koto, Region Chinatown, Fort Malborough Region and Region Tapak Padri. As the unity of a strategic area in the context of tourism and have relevance of the historical development of the city of Bengkulu, should the region - the region can provide mutual support to each other. But the current conditions, the only area of Fort Malborough and Region Tapak Padri is well developed, while the area - other areas showed the opposite. Therefore it is necessary to think of ways to Strategic Region Heritage Fort Malborough can be integrated with each other so as to provide alternative travel options and positive impact on the progress of development of the city.In this study, using a mixture of deductive deductive qualitative and quantitative. The process of the study discusses the characteristics to determine the basic character formed in the region by using methods other research deductive qualitative and discuss the quantity of integration contained in Strategic Area Heritage Fort Malborough research method deductive quantitative results of the characteristics and quantity of such integration is then processed to get a conclusion the research is a concept - a concept that is suitable to be applied to integrate Strategic Area Heritage Fort Malborough. The results of this research is a concept - a concept that can be applied in order to integrate the region - an area within the strategic areas of cultural heritage fort malborough.Keywords : Characteristics, Integration Region

PENGARUH PERUBAHAN TATAGUNA LAHAN TERHADAP KARAKTERISTIK HIDROGRAF BANJIR (Studi Kasus DAS Dengkeng dan DAS Jlantah Bagian Hulu Bengawan Solo Kabupaten Sukoharjo, Provinsi Jawa Tengah) Yulyana Aurdin
Jurnal Tekno Global Vol 3, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

The flood event on December 26, 2007, in Bengawan Solo river, the Province of Jawa Tengah has caused loss and submerged housed of thousands of people. The growing issue in regard to the event indicated that the cause was the changing response of the catchment area to the rainfall due to the land use changing. The changing of the hydrograph shape and the amount of peak discharge can be interpreted as the form of land use changing consequences. Thus, it is required to have a hydrological analysis to identify the changing of peak discharge due to the impact of land use changing. In this study, hydrological analysis was carried out for Dengkeng and Jlantah watershed as the critical catchment areas. The method used for the analysis was calculating unit hydrograph by using the Collins method in the conversion process of rainfall-runoff translation, calculating the effective rainfall by using the Soil Conservation Service-Curve Number (SCS-CN) and calculating the design flood with return periods of 2, 5, 10, 25, and 50 years by using the frequency analysis method. The design flood calculation was carried out for various land use conditions. Results of this study showed that the CN value as the main variable of the land function in Dengkeng and Jlantah watershed from 2003 to 2009 has not indicated significant improvement changes. Therefore, in order to rehabilitate forest and critical land as well as to optimally improve the development of the catchment areas in the future land use control is necessary. Based on the plans by BPDAS Solo, the results indicated that such rehabilitation influenced the changing of CN value and the losses factor as well as to the effective rain in rainfall-runoff translation. This was indicated by the declining flood peak discharge in 2025 from 18% to 66%.

ANALISA KEBUTUHAN LAHAN DAN KAPASITAS RUANG PARKIR RUMAH SAKIT UMUM PROPINSI DR. MOHAMMAD HOESIN PALEMBANG Djaenudin Hadiyana; Sartika Nisumanti
Jurnal Tekno Global Vol 6, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

The parking area of Dr. Mohammad Hoesin Hospital is over capacity for cars because of that, the parking area had to along Dr. Moh. Ali Street which affected to traffic jam in arround Hospital area. The aims of this study are to find charateristic of parking are, to estimate parking are, to define parking issues. The analysis of this study using accumulation difference method and regression formula for parking area necessary. The result of this study is showed that maximum accumulation for motorcycle and cars, respectedly are 723 SRP and 608 SRP, while amounts of vehicle are 1779 and 1594 respectedly for motorcycle and car. Based on those, the entered of parking area is 1.287,5 m2. Analysis of parking area configuration is showed that configuration 30⁰ has 287 SRP, for 45⁰ has 315 SRP, for 60⁰ has 391 SRP, and for 90⁰ has 504 SRP, while a combined configuration has 540 SRP which is more effective than existing configuration. Based on the result of analysis, the parking area configuration in Dr. Mohammad Hoesin Hospital will be recommended to implementation of a combined configuration.Keyword: Parking, Parking Area, Parking Necessary

Analisis Hujan Rancangan pada Daerah Rawan Genangan Sepanjang Sistem Drainase Eksisting Kota Palembang (Studi Kasus Pembangunan LRT Kota Palembang) Yulyana Aurdin
Jurnal Tekno Global Vol 8, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

ABSTRACTPalembang city is one of the big cities for tourist destinations and the city that organizes both sports parties that have been held and will be held. The Palembang city government built a mass transportation system with light rail as an alternative to public transportation. The impact of the construction of this Light Rail Transit (LRT) for the existing drainage system along the LRT line that is passed is not expected to have a major influence on the existing drainage capacity so that it does not cause inundation at some existing points or does not severe the existing drainage system and environment along the LRT, can cause inundation and flooding. To solving this problem, research on design rainfall analysis was conducted on inundation areas along the LRT in Palembang. In this study hydrological analysis was carried out to find design rainfall for 5, 10, 25, 50 and 100 years. The method used is frequency analysis. This study uses ArcGis software. The results showed that the rainfall plan with a return period of 2 years, 5 years, 10 years, 25 years, 50 years and 100 years showed that the Log Pearson III distribution was the best and resulted in design rainfall of 88 mm, 110 mm, 125 mm, 144 mm, 158 mm and 172 mm The inundation that occurs along the LRT line partly does not exceed 30 cm. The cause of inundation due to low road topography conditions, closed inlet to channel water to the existing drainage and indeed some damaged roads are caused by the impact of LRT construction. The total inundation from station 0 + 000 to sta 22 + 997 is 698 with the highest elevation of inundation 9 cm.Keywords : Rain Design, Palembang LRT, existing drainageABSTRAKKota Palembang merupakan salah satu kota besar tujuan wisata dan kota pelaksana pesta olahraga baik yang telah diselenggarakan maupun akan diselenggarakan. Pemerintah kota Palembang membangun sistem transportasi massal dengan kereta api ringan sebagai alternatif transportasi umum. Dampak pembangunan Light Rail Transit (LRT) ini bagi sistem drainase eksisting sepanjang jalur LRT yang dilalui diharapkan tidak memberikan pengaruh besar terhadap kapasitas tampung drainase eksisting sehingga tidak menimbulkan genangan di beberapa titik yang sudah ada atau tidak memperparah sistem drainase eksisting dan lingkungan sepanjang LRT, yang bisa mengakibatkan genangan dan banjir. Untuk mengatasi masalah tersebut dilakukan penelitian mengenaianalisis hujan rancangan pada daerah rawan genangansepanjang LRT kota Palembang.Pada penelitian ini dilakukan analisis hidrologi untuk mencari hujan rencana 5, 10, 25, 50 dan 100 tahun. Metode yang digunakan adalah dengan analisis frekuensi. Penelitian ini menggunakan perangkat lunak ArcGis. Hasil penelitian menunjukkan bahwa hujan rencana dengan kala ulang dari 2 tahunan, 5 tahunan, 10 tahunan, 25 tahunan, 50 tahunan dan 100 tahunan terlihat bahwa distribusi Log Pearson III yang paling baik dan menghasilkan hujan rencana sebesar 88 mm, 110 mm, 125 mm, 144 mm, 158 mm, dan 172 mm. Genangan yang terjadi disepanjang jalur LRT sebagian tidak melebihi ketinggian 30 cm. Penyebab genangan karena kondisi topografi jalan yang rendah, tertutupnya inlet untuk menyalurkan air ke drainase eksisting dan memang sebagian jalan rusak disebabkan dari dampak pembangunan LRT. Total genangan dari sta 0+000 sampai sta 22+997 sebanyak 698 dengan elevasi tinggi genangan paling tinggi 9 cm.Kata kunci : Hujan Rancangan, LRT Palembang, drainase eksisting

ANALISIS MULTIKRITERIA UNTUK MEMETAKAN DAERAH RENTAN BANJIR PADA SUB DAS BUAH, PALEMBANG Sartika Nisumanti; Yulyana Aurdin
Jurnal Tekno Global Vol 2, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Flooding is a serious problem for last time that hit several regions in Indonesia, either urban or rural areas. Palembang city suffered a loss of nearly 1.5 billion dollars per year, due to damage to public infrastructure and households, especially in low lying areas, such as Bendung watershed, Buah watershed, and Lambidaro watershed (Putranto and Popy, 2009, Hamiem, 2012). Almost 52% of the area of Palembang City is a swamp area with some type of swamp, marsh are flooded throughout the year, shortly stagnant swamp when it rains, flooded swamps and tidal current occurs. To map areas vulnerable to inundation or flooding in the sub watershed system, the analysis needs to be performed using a multi criteria approach of some of the parameters that affect flooding. For the analysis problem in susceptible areas to flooding in the Buah subwatershed. The results of this study showed that the inundation height of 20-40 cmand a pool of up to 3 hours long. Location inundation accurred in Jalan Urip Sumoharjo close to residential Ajendam, Kenten Permai, SMU Bina Warga, Rama Kasih, Griya Sekojo and mosque of Arafura. Results of Multi-Criteria analysis to show the distribution of vulnerable runoff coefficient of 0.7, which means rainfall that falls to just 30% Buah Watershed whereas infiltered into the runoff by 70%.Keywords : Multi-spatial, Flood, DUFLOW, early warning

Analisis Perbandingan Rencana Pemakaian Konstruksi Baja Profil WF Perletakan Jepit-Jepit dengan Sendi-Sendi pada Protal Frame dengan Variasi Bentang RR. Susi Riwayati; Carella Yulindar
Jurnal Tekno Global Vol 7, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

AbstractPortal is a system that consists of parts - components that are interconnected which function to hold the load as a complete unit that stands alone with or without assistance by horizontal diagrams or floor systems. Basically the structure of the portal frame building system consists of 2 open portals and closed portals. Open portal is a portal where all the moments and styles acting on the construction are completely retained by the foundation, while the sloof only functions to hold the wall. In the open portal the strength and stiffness of the portal in resisting lateral loads and their stability depends on the strength of the structural elements. A closed portal is a portal where the moments and forces acting on the construction are held in advance by Sloof or beam, then it is said that only a small portion of the load is transferred to the foundation.The construction of the frame portal frame is usually seen in warehouses, barns, and open space places that are needed at low cost and the process does not take a long time. In this study compared the results of the use of Wf Profile steel construction placement of flops - clasps with joints in the frame portal building with variations ranging from 18 - 20 - 22 m, to choose which one will be used using a steel profile that is more efficient than the construction weight affect the costs to be incurred by not waiving the security of the construction.Keywords : Portal Construction, length variation, construction loading AbstrakPortal adalah suatu sistem yang terdiri dari bagian – bagian struktur yang saling berhubungan yang berfungsi menahan beban sebagai suatu kesatuan lengkap yang berdiri sendiri dengan atau tanpa dibantu oleh diafragram- diafragram horizontal atau sistem- sistem lantai. Pada dasarnya sistem struktur bangunan portal frame terdiri dari 2 yaitu portal terbuka dan portal tertutup. Portal terbuka adalah portal di mana seluruh momen – momen dan gaya yang bekerja pada konstruksi ditahan sepenuhnya oleh pondasi, sedangkan sloof hanya berfungsi untuk menahan dinding saja. Pada portal terbuka kekuatan dan kekakuan portal dalam menahan beban lateral dan kestabilannya tergantung pada kekuatan dari elemen – elemen strukturnya. Portal tertutup adalah portal dimana momen – momen dan gaya yang bekerja pada konstruksi ditahan terlebih dahulu oleh sloof atau beam, kemudian dikatakan baru sebagian kecil beban dilimpahkan ke pondasi. Konstruksi rangka portal frame ini biasanya terlihat pada gudang, lumbung, dan tempat-tempat ruangan terbuka yang diperlukan dengan biaya rendah dan proses pengerjaannya tidak memakan waktu yang lama. Dalam penelitian ini dibandingkan hasil pemakaian konstruksi baja Profil Wf perletakan jepit - jepit dengan sendi - sendi pada bangunan portal frame dengan variasi bentang 18 – 20 – 22 m, untuk memilih yang mana akan dipakai penggunaan profil baja yang lebih efisien dari berat konstruksi yang juga akan berpengaruh pada biaya yang akan dikeluarkan dengan tidak mengesampingkan kemanan konstruksi tersebut.Kata kunci : Konstruksi Portal, Variasi Bentang, dan Beban konstruksi

FAKTOR PEMBENTUK KETAHANAN BERBASIS KOMUNITAS PADA KOTA KAMPUNG RAWAN BENCANA Studi Kasus : Kampung Jogoyudan Kota Yogyakarta Tetty Harahap; Sudaryono Sudaryono; Didik Kristiadi
Jurnal Tekno Global Vol 5, No 1
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Kali Code adalah kali yang berada di tengah Kota Yogyakarta. Lokasinya yang strategis membuat bantaran kalinya pun menarik untuk dijadikan tempat tinggal. Dengan lokasinya yang berada di tengah Kota Yogyakarta terlebih di bantaran kali, permukiman di tepian Kali Code memiliki risiko bencana. Selain itu, menurut PP No. 38 tahun 2011, rumah-rumah lapis pertama dari Kali Code sudah masuk ke area yang seharusnya menjadi sempadan sungai. Lahar hujan tahun 2010 adalah bencana besar yang menimpa permukiman bantaran Kali Code. Walaupun begitu, setelah bertahun-tahun lahar hujan terjadi, warga tetap bertahan tinggal di permukiman yang berisiko tersebut. Kampung Jogoyudan termasuk ke area terdampak lahar hujan 2010 yang paling parah. Penelitian ini bertujuan untuk mengetahui proses terbentuknya ketahanan warga RW 11 Kampung Jogoyudan pasca bencana lahar hujan dan bagaimana teori lokal ketahanan bagi warga RW 11 Kampung Jogoyudan.Metode yang digunakan dalam penelitian ini adalah fenomenologi. Data diambil dengan wawancara mendalam dengan tokoh-tokoh kunci dan warga RW 11 Kampung Jogoyudan. Data diambil pada tahun 2014 yang terhitung empat tahun sejak terjadinya bencana lahar hujan. Data kemudian diinduksi dan menghasilkan pembahasan mengenai teori lokal ketahanan di RW 11 Kampung Jogoyudan Kota Yogyakarta. Berdasarkan analisis terhadap data, RW 11 Kampung Jogoyudan telah melalui masa sulit pasca bencana lahar hujan dan telah masuk dalam fase ketahanan. Kemudian, berdasarkan analisis lebih lanjut, didapatkan sebuah teori lokal bahwa ketahanan warga RW 11 Kampung Jogoyudan berasal dari proses yang merupakan gabungan dari keterpaksaan, tercipta keguyuban yang semakin baik, bantuan pihak eksternal yang mendukung, keterbiasan menghadapi bencana dan dilengkapi dengan konsep ketawakalan yang dimiliki warga. Teori lokal tersebut menunjukkan unsur manusia sebagai pemeran utama pembentuk ketahanan. Teori lokal ini berlaku secara terbatas dan hanya akan terbentuk dengan kondisi masyarakat yang serupa dengan RW 11 Kampung Jogoyudan Kota Yogyakarta. Kata Kunci : Ketahanan, permukiman bantaran kali, Kali Code, lahar hujan tahun 2010, Kota Yogyakarta

Page 3 of 14 | Total Record : 135

1 2 3 4 5

Filter by Year

2014 2025

Filter By Issues

All Issue Vol. 14 No. 01 Vol. 13 No. 02 Vol. 13 No. 01 Vol. 12 No. 02 Vol. 12 No. 01 Vol. 11 No. 2 Vol. 11 No. 1 Vol 10, No 2 Vol 10, No 1 Vol 9, No 2 Vol 9, No 1 Vol 8, No 2 Vol 8, No 1 Vol 7, No 2 Vol 7, No 1 Vol 6, No 2 Vol 6, No 1 Vol 2, No 1 Vol 5, No 1 Vol 3, No 1 More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Terttiaavini

Contact Email
avini.saputra@uigm.ac.id

Phone
+6285377238800

Journal Mail Official
lppm@uigm.ac.id

Editorial Address
Jl. Jend Sudirman No 629 KM 4 Palembang

Location
Kota palembang,

Sumatera selatan

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Terttiaavini

Contact Email avini.saputra@uigm.ac.id

Phone +6285377238800

Journal Mail Official lppm@uigm.ac.id

Editorial Address Jl. Jend Sudirman No 629 KM 4 Palembang

Location Kota palembang, Sumatera selatan INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Terttiaavini

Contact Email
avini.saputra@uigm.ac.id

Phone
+6285377238800

Journal Mail Official
lppm@uigm.ac.id

Editorial Address
Jl. Jend Sudirman No 629 KM 4 Palembang

Location
Kota palembang,

Sumatera selatan

INDONESIA