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Jurnal Teknik Sipil dan Perencanaan
Published by Universitas Negeri Semarang
ISSN : -     EISSN : 25031899     DOI : https://doi.org/10.15294/jtsp
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil dan Perencanaan (JTSP) is a scientific journal which biannualy published in April and October. We firstly published in 1999 as national journal of Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Semarang. In 2016, JTSP was indexed in DOAJ with Green Tick critera. And in 2018, JTSP expands its range of article quality and publication through publishing English-language articles.
Arjuna Subject : -
Articles 774 Documents
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KONSEP DASAR ARSITEKTUR TATA RUANG RUMAH TINGGAL TRADISIONAL JAWA TENGAH PADA PERKEMBANGAN TATA RUANG MASJID KADILANGU DEMAK DARI AWAL BERDIRI SAMPAI SEKARANG Kusyanto, Mohhamad
Jurnal Teknik Sipil dan Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v9i1.6924

Abstract

Mosque of Kadilangu represent inheritance mosque of Sunan Kalijaga, one of nine Wali in Java (Walisongo) propagating Islam with local culture approach.  Mosque of Kadilangu from early standing to date have experienced of some architecture growth that are phase of Sunan Kalijaga period, Mataram kingdom government period and year of 1990s till now. Growth of Kadilangu Mosque architecture estimated to use basic concept of traditional residence architecture of Central Java. This Research aim to know relation of basic concept of traditional architecture of Central Java with architecture of Kadilangu mosque in it’s growing from early standing to date. Result of this research shows relation existence among both of the architecture.Masjid Kadilangu merupakan masjid peninggalan Sunan Kalijaga, salah seorang dari sembilan wali di Jawa (Walisongo) yang menyebarkan agama Islam dengan pendekatan kebudayaan setempat. Masjid Kadilangu dari awal berdiri sampai saat ini telah mengalami beberapa perkembangan tata ruang yakni fase masa Sunan Kalijaga, fase masa pemerintahan Kerajaan Mataram dan fase tahun 1990-an sampai sekarang. Perkembangan tata ruang Masjid Kadilangu diduga menggunakan konsep dasar tata ruang rumah tinggal tradisional Jawa Tengah. Penelitian ini bertujuan mengetahui keterkaitan konsep dasar tata ruang rumah tinggal tradisional Jawa Tengah dengan tata ruang Masjid Kadilangu dalam perkembangannya dari awal berdiri sampai saat ini. Hasil penelitian ini menunjukkan adanya keterkaitan diantara kedua tata ruang tersebut.
KAJIAN SPASIAL DAERAH PINGGIRAN KOTA SEMARANG BERDASARKAN RPJMD TAHUN 2010 – 2015 Prihanto, Teguh
Jurnal Teknik Sipil dan Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v15i1.7116

Abstract

Semarang has a geostrategic position because they are on the path of economic traffic island of Java , and is a development corridor in Central Java . In the implementation of the management and development of the city , Semarang City Government has strategic plans set out in the Medium Term Development Plan (RPJMD ) Year 2010-2015 . RPJMD is one document that contains the Municipal Government policy during a period of 5 years , adjusted to the tenure of the Mayor of Semarang . But there are times when each policy was accompanied by deviations or adjustments in the field , both technically , economically and politically . Physical elements that are often experienced deviation function is the spatial pattern of change ( land ) , especially Suburbs Semarang , among which are the sub Ngaliyan and Tembalang . The second area is experiencing dynamic growth and change in the use of spatial functions , modes of movement , trade and economic development . In the District Ngaliyan spatial changes that form concentric spatial pattern changes because of the main access , which is a class 1 road connecting or cutting suburban communities ( urban fringe ) . While the District Tembalang spatial changes that shape the spatial dispersion pattern changes due to the uneven spatial distribution of a group of urban fringe communities , as dibangunya impact of feeder roads ( the environment ) . Kota Semarang memiliki posisi geostrategis karena berada pada jalur lalu lintas ekonomi pulau Jawa, dan merupakan koridor pembangunan Jawa Tengah. Dalam pelaksanaan pengelolaan dan pengembangan kota, Pemerintah Kota Semarang memiliki rencana-rencana strategis  yang tertuang dalam Rencana Pembangunan Jangka Menengah Daerah (RPJMD) Tahun 2010-2015. RPJMD adalah salah satu dokumen yang berisi kebijakan Pemerintah Kota selama kurun waktu 5 tahun yang disesuaikan dengan masa jabatan Walikota Semarang. Namun ada kalanya setiap kebijakan juga dibarengi dengan penyimpangan atau penyesuaian di lapangan, baik secara teknis, ekonomis maupun politis. Unsur fisik yang sering kali mengalami penyimpangan fungsi adalah pola perubahan spasial (lahan), terutama Kawasan Pinggiran Kota Semarang, di antaranya adalah wilayah Kecamatan Ngaliyan dan Tembalang. Kedua wilayah ini mengalami perkembangan dinamis dalam pemanfaatan dan perubahan fungsi spasial, pergerakan moda, perkembangan perdagangan serta perekonomian. Di wilayah Kecamatan Ngaliyan mengalami perubahan spasial yang membentuk pola perubahan konsentris spasial karena adanya akses utama, yakni berupa jalan kelas 1 yang menghubungkan atau memotong komunitas daerah pinggiran kota (urban fringe). Sedangkan wilayah Kecamatan Tembalang mengalami perubahan spasial yang membentuk pola perubahan dispersi spasial karena adanya pembagian spasial secara merata dari suatu kelompok komunitas urban fringe, sebagai dampak  dibangunya jalan-jalan penghubung (jalan lingkungan). 
Mapping The Old Kampongs Along The Gajahmada Road Dewi, Diah Intan Kusumo; Kurniawati, Wakhidah; Nurini, Nurini; Islamey, Talitha Zuleika
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 1 (2020)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i1.21796

Abstract

Abstract. The old kampongs along Gajahmada Road are one of the oldest sections in Semarang City. The existence of the old kampongs can be seen on the map in 1900. However, the old Kampongs changed their environmental conditions considerably due to their commercial activities, especially in 2007. The existence of high-rise commercial buildings dominates corridors along the Gajahmada road, and the presence of old kampongs located behind the buildings is also displaced. Whereas, the presence of these old kampongs keeps a history of the development of Semarang City and traditional houses. This article seeks to identify changes in the appearance of the old kampongs which are displaced due to the development of the commercial activity, based on a field survey, map analysis, building form and street analysis. There are significant changes and minor changes that occurred in the old kampongs along Gajahmada road. Physical changes that occur are changes in land use, ways and building functions.
PENGARUH CAMPURAN PASIR SUNGAI PENGGARON TERHADAP KUALITAS HASIL PEMBUATAN BATA MERAH DI SEPANJANG SUNGAI PENGGARON PEDURUNGAN KIDUL, KECAMATAN PEDURUNGAN KOTA SEMARANG Julianto, Eko Nugroho
Jurnal Teknik Sipil dan Perencanaan Vol 11, No 2 (2009): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v11i2.1726

Abstract

Influence sand mixture of Penggaron River to quality of brick which yielded from as longas Penggaron River require to conducted research by giving addition raw material with differentsand mixture at each treatment of research covering; group without sand mixture, group with sandmixture 5 %, group with sand mixture 10 % and group with sand mixture 15 % so that from thetreatment each group can know the difference of its quality. With existence of sand mixture [at] clayraw material have positive and negative influence. When make-up the quality seen form physicallysand mixture will be more profit. But from strength, sand mixture will be more harm becauseexistence of sand mixture result degradation of strength depress. The result from analysis of sandmixture and clay raw material that taken from riverbank of Penggaron, hence mixing bestcomposition is 95% sand and 5% clay to be got quality in good shape, because having smalldecrease and transformation and reduction of its strength not too much. Beside
Typology of the Peri-Urban Area in Demak District Pigawati, Bitta; Ghaisani, Shabrina
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 2 (2020)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i2.22663

Abstract

Abstract. The increase in population has an impact on increasing the demand for land. In addition, the available land in the city is relatively limited. Therefore, the development leads to the peri-urban area. The development of the core city will have an impact on the physical, social, and economic transformation of the peri-urban area. Interactions that occur between rural-urban areas can affect the development of peri-urban areas. Interaction between rural-urban areas also occurs in Mranggen Sub – district as the peri – urban area of Semarang. This study aims to examine changes in the typology of peri-urban areas in Mranggen Sub – district, Demak District in 2008 - 2018. This research used a quantitative descriptive method with a spatial approach. The remote sensing data were used as the main data source and document review as secondary data. The change in the typology of Potential Urban to Semi Urban was caused by changes in people's livelihoods, increased education, percentage of permanent buildings, educational facilities, and health facilities. The change in typology from Semi Urban to Predominantly Urban is caused by various variables that cause increasingly urbanization. The results showed a change in the study area, 7 villages changed from the typology of Potential Urban to Semi Urban and 2 villages changed from the Semi Urban typology to Predominantly Urban.
UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK – BAWEN) Apriyatno, Totok
Jurnal Teknik Sipil dan Perencanaan Vol 17, No 1 (2015): Jurnal Teknik Sipil & Perencanaan
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v17i1.6895

Abstract

KBK project Tujauan Road Improvement Banyumanik - Bawen besides increasing the capacity of the road, also aims to improve the quality of the pavement in the form of rigid pavement in order to overcome the damage to roads, especially in the area of incline / derivatives and around traffic light .. This is because the pavement in regional incline / derivatives or traffic light is always damage in the form of Ruts (groove). This study analyzes the thick rigid pavement CBC project is implemented and compared with if the use is thick flexible pavement (asphalt). In terms of cost requirements and the design life of pavement, the results of this study might be useful for research studies on the next, remembering of several studies found that for the same length, rigid pavement construction costs more expensive than flexible pavement, but the life of the plan rigid pavement longer than flexible pavement. Thick rigid pavement were implemented in this project is 27 cm, while the results of the analysis, using concrete K-350 and a 20-year design life of rigid pavement thickness obtained by 29 cm and when using flexible pavement with a design life of 10 years obtained a total thickness of 47.5 cm consisting of: (a). Surface layer (AC) 4 cm, (b). Base layers Over 12 cm, and (c). Under the foundation layers of 31.5 cm.Tujauan proyek KBK Peningkatan Jalan Banyumanik – Bawen selain meningkatkan kapasitas jalan, juga bertujuan untuk meningkatkan kualitas perkerasan jalan berupa rigid pavement guna mengatasi kerusakan jalan, terutama di daerah tanjakan/turunan dan di sekitar traffic light.. Hal ini disebabkan karena perkerasan jalan di daerah tanjakan/turunan maupun traffic light selalu mengalami kerusakan berupa ruts (alur). Penelitian ini menganalisis tebal rigid pavement yang dilaksanakan proyek KBK ini serta membandingkannya dengan jika yang digunakan adalah tebal perkerasan lentur (aspal). Dalam hal kebutuhan biaya dan umur rencana perkerasan jalan, hasil penelitian ini barangkali akan bermanfaat  untuk kajian pada penelitian-penelitian berikutnya, mengingat dari beberapa kajian didapat bahwa untuk panjang jalan yang sama, biaya konstruksi perkerasan kaku lebih mahal dari perkerasan lentur,akan tetapi umur rencana perkerasan kaku lebih panjang daripada perkerasan lentur. Tebal rigid pavement yang dilaksanakan di proyek ini adalah 27 cm, sementara dari hasil analisis, dengan menggunakan beton K-350 dan umur rencana 20 tahun didapat tebal rigid pavement  sebesar 29 cm dan jika menggunakan perkerasan lentur dengan umur rencana 10 tahun didapat ketebalan total 47.5 cm yang terdiri dari : (a). Lapis permukaan (AC) 4 cm, (b). Lapis Pondasi Atas 12 cm, dan (c). Lapis Pondasi Bawah 31.5 cm. 
ANALISIS POLA PERMINTAAN SEPEDA KAMPUS BAGI MAHASISWA UNIVERSITAS NEGERI SEMARANG Indrianingrum, Lulut; Narendra, Alfa; Arfitriyani, Arfitriyani
Jurnal Teknik Sipil dan Perencanaan Vol 14, No 1 (2012): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v14i1.7105

Abstract

Abstrak: Penelitian ini bertujuan untuk menemukan dan mendeskripsikan pola permintaan sepeda kampus mahasiswa Unnes dan sarana prasarana yang dibutuhkan oleh mahasiswa. Dengan metode analisis diskriptif kuantitatif berdasarkan hasil pengolahan data angket/ kuesioner dan observasi lapangan, maka dapat ditemukan hubungan variabel terhadap pilihan transportasi mahasiswa yang membentuk pola permintaan serta sarana prasarana yang diinginkan. Teknik pengambilan sampel dilakukan dengan metode Stratified Cluster Sample.
Debonding Behavior of Conventional Concrete Strengthened with Anchored FRP and Staked Ariyansyah, Rona; Gunadi, Riawan
Jurnal Teknik Sipil dan Perencanaan Vol 21, No 2 (2019)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v21i2.19927

Abstract

Concrete structures can be damaged or deteriorate due to various reasons such as errors in planning, implementation factors, getting overload burden, decreased capacity and quality of structures, and changes in structural functions. Thus, to strengthen the damaged structures, there is a need for an investigation regarding the damage to the existing concrete structures. Retrofitting FRP (Fiber Reinforced Polymer) to the damaged structures can be a reinforcement alternative. The bond shear between FRP and concrete need to be considered in using FRP to solve the damaged structure. Shear behavior on the bonded structures greatly affects the condition of the structure. Therefore, this study aimed to examine the effect of anchors and stakes on FRP debonding behavior. This study was carried out experimentally to obtain the results and data on the effects of the anchors and stakes. This study used 9 specimens with a size of 150 mm x 150 mm x 300 mm. From those 9 specimens, 3 specimens were specimens without reinforcement (FR), 3 specimens were reinforced with anchor (FRA), and 3 specimens were reinforced with anchor and stake (FRAP). The test method used in this study referred to ASTM D5379 concerning the Standard Test Method for Shear Properties of Composite Materials. From the bond shear test of each FR, FRA, and FRAP specimens, it was found that the average maximum shear load was 19.405 kN, 28.465 kN, and 29.699 kN, consecutively.
PERENCANAAN KOTA BERBASIS MANAJEMEN BENCANA Wilonoyudho, Saratri
Jurnal Teknik Sipil dan Perencanaan Vol 9, No 2 (2007): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v9i2.1617

Abstract

This paper aims at offering an approach in conceptualizing the regional and city planningbased on management of disaster. Change in urban land use is a phenomenon that often occursalong with the development of urban area. Urban environment as a system could be separated intosocial and ecological system. So, to avoid environment degradation as well as disaster,management of environment and social economic activities regulations are needed through theformulation of the city plan based on management disaster.Keywords: disaster, management environment, city planning, information system, sustainabledevelopment Tulisan ini menawarkan sebuah pendekatan konseptual dalam perencanaan regional danperencanaan kota yang berbasis manajemen bencana. Perubahan penggunaan lahan merupakanfenomena yang menyertai setiap pembangunan daerah urban. Lingkungan daerah urbanmerupakan sebuah sistem yang tidak dapat dipisahkan antara sistem sosial dan sistem lingkungan.Oleh karena itu untuk mencegah kemerosotan mutu lingkungan dan juga mencegah bencana,manajemen lingkungan dan pengaturan aktivitas sosial ekonomi sangatlah diperlukan melaluiperencanaan kota yang berbasis manajemen bencana.Kata Kunci: bencana, manajemen lingkungan, perencanaan kota, sistem informasi, pembangunanberkelanjutan
KUALITAS BETON DENGAN MEMANFAATKAN BOTTOM ASH LIMBAH BAHAN BAKAR BATU BARA PADA INDUSTRI Irianta, F.X. Gunarsa
Jurnal Teknik Sipil dan Perencanaan Vol 12, No 1 (2010): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v12i1.6999

Abstract

Coal is used by large industries in Semarang and surroundings, for example Batam Tex, it is textile industry located in Ungaran. It needs coal for fuel  about 40 up to 50 tons per day. The blower of Batam Tex produces ± 2 up to 5 tons fly ash and bottom ash per day. Fly ash contains very smooth aggregate as black powder, and bottom ash contains small aggregate as black sand. Creating new innovation is important to be done. The amount of bottom ash waste needs to be researched and developed. The purpose of the research is to certain concrete straight strength by using bottom ash, with 3 variations of cement conten 280 kg, 300 kg, and 320 kg/m³ concrete. The result is the concrete strainght strength for each mixture and age 7, 14, 28 days are different. For the cement content 280 kg age 7 days the result is 60.12 kg/cm², age 14 days the result is 95.14 kg/cm², and age 28 days the result is 68.36 kg/cm². For the cement content 300 kg age 7 days the result is 62.91 kg/cm², age 14 days the result is 94.88 kg/cm², and age 28 days the result is 97.58 kg/cm². For the cement content 320 kg age 7 days the result is 152.43 kg/cm², age 14 days the result is 181.31 kg/cm², and age 28 days the result is 169.50 kg/cm². From the 3 mixtures, it is proved that the concrete age 28 days has desend straiht strength, so if the concrete is used for construction it needs more consideration.Di Semarang dan sekitarnya banyak terdapat industri-industri besar yang menggunakan bahan bakar batu bara, seperti industri tekstil ‘Batam Tek’ di Ungaran tiap hari membutuhkan batu bara sebagai bahan bakar 40 sampai 50 ton perhari. Dari mesin pembangkit uap (blower) dihasilkan limbah ± 2 sampai 5 ton per hari yang terdiri dari fly ash dan bottom ash. Fly ash berupa butiran sangat halus seperti tepung berwarna hitam, sedang bottom ash berupa butiran kecil-kecil seperti pasir. Penciptaan peluang baru yang kreatif dan inovatif perlu dilakukan, limbah bottom ash yang besar sudah selayaknya perlu dikaji dan dikembangkan. Kajian ini bertujuan menentukan kuat tekan beton menggunakan bottom ash, dengan 3 variasi kadar semen  = 280 kg, 300 kg dan 320 kg untuk tiap m³ beton.  Hasil pengujian bahwa kuat tekan beton bottom ash untuk tiap jenis campuran dan umur 7, 14 dan 28 hari berturut-turut 60.12 kg/cm²; 95.14 kg/cm² dan 68.36 kg/cm² untuk kadar semen 280 kg/m³ beton, 62.91 kg/cm²; 94.88 kg/cm² dan 97.58 kg/cm² untuk kadar semen 300 kg/m³ beton, 152.43 kg/cm²; 181.31 kg/cm² dan 169.50 kg/cm² untuk kadar semen 320 kg/m³ beton. Dari ketiga jenis campuran tersebut ternyata kuat tekan umur 28 hari mengalami penurunan, maka perlu dipertimbangkan bila beton dipakai untuk konstruksi.

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