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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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PENGARUH KEHIDUPAN SOSIO-KULTURAL TERHADAP SPASIAL PERMUKIMAN DI KELURAHAN SEKARAN SEBAGAI DAERAH PINGGIRAN KOTA SEMARANG Prihanto, Teguh
Jurnal Teknik Sipil dan Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v10i2.6950

Abstract

The aims of This research are: (1) to explain The Government’s policies which applied to Sekaran Village as urban fringe area; (2) to explain the influences of Unnes Campus to the socio-cultural life of Sekaran peoples; (3) to explain the physical configuration of spatial settlements of Sekaran Village since Unnes Campus existed. The researcher applied rationalistic which based on the grand concept that may be as the grand theory. The design of rationalistic approach built from the results of previous research, the contextual theories and the expert’s minds. The results of this research are generally describes that Sekaran Village as the hinterland of Semarang City is the sprouting up area as well as the city agglomeration. That was regulated by Detailed Urban Plan 2000-2001 section 13 of Semarang City which located on Part of Urban Region VIII. One of the regulations is determined that Sekaran Village as an higher educational area. The specific results of this research are: (1) There is a socio-cultural change, from mutual cooperation to profit; (2) Based on the typological study, the first building is the owner house and the last is the commercial building which grew up nearest the main street since 1990; (3) Commonly, the functions of spatial are: external yard, internal yard, owner  house, boarding house, shop and toilet; (4) In hierarchy, the outer side is a shop and the inner side is a boarding house; (5) The communal places existed in a boarding house terrace and a owner house terrace (6) There are open accesses between owner house, boarding house and external yard which has more less owner’s control.Tujuan penelitian ini adalah: (1) menjelaskan penerapan kebijakan Pemerintah terhadap spasial Kelurahan Sekaran sebagai daerah pinggiran kota; (2) menjelaskan pengaruh Kampus Unnes terhadap kehidupan sosio-kultural masyarakat Sekaran; dan (3) menjelaskan pola perubahan spasial permukiman Kelurahan Sekaran sejak keberadaan Kampus Unnes. Peneliti menggunakan pendekatan rasionalistik yang bertolak dari konstruksi “grand concept” yang mungkin sudah merupakan “grand theory”. Desain penelitian rasionalistik yang bertolak dari kerangka teori, dibangun dari pemaknaan hasil penelitian terdahulu, teori-teori yang dikenal dan pikiran para pakar. Kesimpulan umum menggambarkan bahwa Kelurahan Sekaran merupakan kawasan tumbuh kembang seiring terjadinya aglomerasi Kota Semarang. Hal tersebut telah diatur dalam Rencana Detail Tata Ruang Kota  (RDTRK) Tahun 2000 – 2010  pasal 13 Kota Semarang Bagian Wilayah Kota (BWK) VIII, yang salah satunya sebagai kawasan perguruan tinggi. Kesimpulan khusus penelitian adalah: (1) Adanya perubahan sosial dari kehidupan gotong royong ke arah profit; (2) Dari kajian tipologi bangunan ditemukan bahwa: bangunan pertama berfungsi sebagai rumah hunian pemilik dan yang terbaru berfungsi sebagai tempat usaha komersial yang tumbuh mendekati jalan utama sejak Tahun 1990an; (3) Secara umum, fungsi spasial permukiman berupa: halaman luar, rumah pemilik, rumah kos, kios, halaman dalam dan kamar mandi; (4) Hierarki ruang terluar adalah kios yang terdalam adalah rumah kos; (5) Ruang komunal berada di teras rumah kos dan teras rumah pemilik; (6) Terbukanya akses antara pemondok dan lingkungan luar secara tidak langsung memberikan keleluasaan kontrol pemilik kos.
Mendefinisikan Pembangunan Perumahan Swadaya Secara Berkelanjutan Tyas, Wido Prananing
Jurnal Teknik Sipil dan Perencanaan Vol 8, No 2 (2006)
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v8i2.20139

Abstract

Abstract: Self-help housing is the major type of housing in Indonesia; it's reached about 85 % of total housing.  As the importance of self-help housing,  a special attention should be  given to fulfill this basic type of housing,  especially the sustainability aspect of self help housing development. Economic,  social and physical environment are important parameters  for sustainable self-help housing development.Abstrak: Perumahan swadaya menjadi mayoritas bentuk dari bentuk pembangunan perumahan di Indonesia, yaitu mencapai angka 85 %. Mengingat pentingnya perumahan swadaya ini, perhatian akan bentuk perumahan ini perlu ditingkatkan. Aspek ekonomi, sosial dan fisik lingk:mgan menjadi parameter penting perumahan swadaya agar dapat berkelanjutan.  
MODEL KUAT TEKAN, POROSITAS DAN KETAHANAN AUS PROPORSI LIMBAH PELEBURAN BESI DAN SEMEN UNTUK BAHAN DASAR PAVING BLOCK Dermawan, Moch. Husni
Jurnal Teknik Sipil dan Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v13i1.1325

Abstract

Abstract: Utilization of iron smelting waste has not been fully utilized for building materials, especially as an ingredient in the manufacture of paving block stacking. The purpose of this study was to characterize the slag and to determine compressive strength, porosity, wear resistance of paving blocks by using slag as a sand substitute. The method used by experimental methods. Preparation of specimens made 2 types of test object without slag and specimens with slag content. The specimens made 4 treatment research slag content of 20%, 40%, 60%, and 80%. Each group was made of samples, 5 for compressive strength, 5 porosity and 5 wear resistance. Testing is done at BPIK Semarang. Test results from block paving with slag content of 0% shows the compressive strength of 204.24 kg / cm ², 4.95% porosity, resilience auas 0.145 mm / min. Slag content of 20%, compressive strength of 192.13 kg / cm ², 6.150% porosity, wear resistance 0.186 mm / min. Slag content of 40%, compressive strength of 179.33 kg / cm ², 7.657% porosity, wear resistance 0.259 rnm / min. Slag content of 60%, compressive strength of 164.94 kg / cm ², 8.509% porosity, wear resistance 0.3482. 80% slag content of compressive strength of 149.06 kg / cm ², 9.911% porosity, wear resistance 0.448 mm / min. Compressive strength of paving blocks with slag content of 20% and 40% belong to the quality of III, the porosity of the paving block 20% slag content is categorized in the quality of III, and wear resistance of paving blocks slag content of 20%belong to the quality of III.Keywords: compressive strength, wear resistance, porosity, paving block Abstrak: Pemanfaatan limbah peleburan besi belum dimanfaatkan secara maksimal untuk bahan bangunan, khususnya sebagai bahan susun dalam pembuatan paving block. Tujuan dalam penelitian ini adalah untuk mengetahui karakteristik terak dan untuk mengetahui kuat tekan, porositas, ketahanan aus paving block dengan menggunakan terak sebagai bahan substitusi pasir. Metode yang digunakan dengan metode eksperimen. Pembuatan benda uji dibuat 2 jenis yaitu benda uji tanpa terak dan benda uji dengan kandungan terak. Benda uji penelitian dibuat 4 perlakuan kandungan terak yaitu 20%, 40%, 60%, dan  80%. Tiap kelompok dibuat benda uji, 5 untuk kuat tekan, 5 porositas dan 5 ketahanan aus. Pengujian dilakukan di BPIK Semarang. Hasil pengujian dari paving block dengan kandungan terak 0% menunjukkan kuat tekan 204,24 kg/cm², porositas 4,95%, ketahanan auas 0,145 mm/menit. Kandungan terak 20%, kuat tekan 192,13 kg/cm², porositas 6,150%, ketahanan aus 0,186 mm/menit. Kandungan terak 40%, kuat tekan 179,33 kg/cm², porositas 7,657%, ketahana aus 0,259 rnm/menit. Kandungan terak 60%, kuat tekan 164,94 kg/cm², porositas 8,509%, ketahanan aus 0,3482. Kandungan 80% terak kuat tekan 149,06 kg/cm², porositas 9,911%, ketahanan aus 0,448 mm/menit. Kuat tekan paving block dengan kandungan terak 20% dan 40% tergolong dalam mutu III, porositas paving block kandungan terak 20% tergolong dalam mutu III, dan ketahanan aus paving block kandungan terak 20% tergolong dalam mutu III.Kata Kunci: kuat tekan, keausan, porositas, paving block
STRUCTURE DESIGN OF PARKING BUILDING SUNTER PARK VIEW APARTMENT WITH THE EQUIVALENT STATIC ANALYSIS METHOD Wuritno, Bambang
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.v15i1.7111

Abstract

Parking building (Tower C), Project Sunter Park View Apartment is a public facility that serves as a parking garage. This building consists of 4 floors including the roof plate with a typical floor plan for each level. Floor to floor elevation is 3 meters height, so the total height of the building reach 9 meters height (less than 40 meters height). Review Design Parking building structure (Tower C) Project Title: "Structure Design Of Parking Building Sunter Park View Apartment With The Equivalent Static Analysis Method” , wherein the influence of earthquakes on structures analyzed by Equivalent Static method based on the Standard Provisions Design for Earthquake Resistance of Building Structures (SNI 03-1726-2002). Structural components of buildings designed by Special Moment Frame System Bearers (SRPMK) based on Procedure for Calculation of Concrete Structure for Buildings (SNI 03-2847-2002).
KAJIAN KENYAMANAN THERMAL PADA BANGUNAN RUMAH TINGGAL ARSITEKTUR KOLONIAL MODERN (Studi Kasus : Rumah Tinggal Karya Arsitek Liem Bwan Tjie Jl. Dr. Wahidin No. 38 Semarang) Setyohadi KP, RM. Bambang
Jurnal Teknik Sipil dan Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v13i1.7059

Abstract

Residential building located on the street Dr. Wahidin No. 38 Semarang is the architectural artifacts that remain. The building was founded in 1938 by architect Liem Bwan Tjie modern colonial-style architecture. In architectural design, the climate is a major consideration, the climate in a region and a desire to meet the demands of convenience must produce a physical design solution design. "Cimatic design" solving which appeared in response to the study of climate responsive. Climate factors significantly affect the thermal comfort aspect. This research is limited to the thermal comfort performance of quantitative evidence on these residential buildings. From the results of this study concluded: To value (outdoor air temperature) is greater than the 5.97 C ° ET (effective temperature) so that the category was not comfortable, while the value of Ti (air temperature inside the room) <To category of comfort. But the difference is very thin which is cooler Ti 1.18 C °. Relative Humidity (Rh) inside and outside the room is still within normal limits, in accordance with the requirements comfortably significant. Wind velocity (V) inside or outside the room is relatively normal and comfortable categorized.Bangunan rumah tinggal yang terletak di jalan Dr. Wahidin No. 38 Semarang merupakan artefak arsitektur yang masih tersisa. Bangunan ini didirikan pada tahun 1938 oleh arsitek Liem Bwan Tjie yang bergaya arsitektur kolonial modern. Dalam perancangan arsitektur, iklim merupakan bahan pertimbangan utama, iklim di suatu daerah dan keinginan memenuhi tuntutan kenyamanan harus menghasilkan pemecahan perancangan fisik desainnya. Pemecahan – pemecahan ”climatic design” yang muncul sebagai jawaban terhadap kajian responsif iklim. Faktor iklim berpengaruh besar terhadap aspek kenyamanan thermal. Penelitian ini dibatasi hanya pada pembuktian kuantitatif kinerja kenyamanan thermal pada bangunan rumah tinggal tersebut. Dari hasil penelitian dapat disimpulkan : nilai To (suhu udara diluar ruangan) lebih besar 5,97 C° dari batas ET (Efektif Temperatur) sehingga masuk kategori tidak nyaman, sedangkan nilai Ti (suhu udara didalam ruangan) < To kategori nyaman. Tetapi perbedaannya sangat tipis yaitu Ti lebih dingin 1,18 C°. Kelembaban Relatif ( Rh) didalam dan diluar ruangan masih dalam batas normal, sesuai dengan persyaratan signifikan nyaman. Kecepatan angin (V) didalam maupun diluar ruangan relative normal dan dikategorikan nyaman.
MEKANISME PERILAKU GERUSAN LOKAL PADA PILAR TUNGGAL DENGAN VARIASI DIAMETER Qudus, Nur; Agustina, Asih Suprapti
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.v9i2.6927

Abstract

River has a dynamical characteristic which can change in time and place dimension. In balance condition, the bridge pillar would disturb the flow, and the flow reaches a balance condition again after bed scouring. The scouring around bridge pillar is caused by vortex system. These research would study the depth of scouring around the bridge single pilar. The depth of scouring around the bridge pillar has been observed for 3.5 hours by using a set of recirculating sediment flum with 6 m long; 0.21 m width and 0.30 m height in quasi-steady uniform low. The model of pillar used was circular type having dimention diameter 21.95 mm; 26.25 mm; 32.95 mm; 4175 mm and 47.50 mm. The depth of scouring was measured for every running, consist of diameter variation. Flow velocity around pillar was measured for every variation that caused a minimum scour. The pillar diameter that caused the minimum scouring was at the ground, with the diameter 21.95 mm, and the pillar diameter that caused the maximum scouring at diameter 47.50 mm.Sungai mempunyai sifat yang dinamis yang dapat berubah dalam dimensi ruang dan waktu. Pada saat kondisi seimbang, aliran akan terganggu dengan adanya pilar jembatan dan akan membentuk kondisi seimbang lagi yang menyebabkan gerusan dasar. Gerusan di sekitar pilar jembatan yang disebabkan oleh adanya sistem vortex. Penelitian ini akan mempelajari kedalaman gerusan lokal pada pilar tunggal jembatan. Kedalaman gerusan di sekitar pilar jembatan diamati selama 3,5 jam dilakukan pada satu set recirculating sediment flume dengan panjang 6 meter, lebar 0,21 meter dan tinggi 0,30 meter dengan kondisi aliran permanen seragam. Model pilar yang digunakan adalah tipe circular dengan dimensi diameter 21,95 mm; 26,25 mm; 32,95 mm;  41,75 mm dan 47,50 mm. Kedalaman gerusan diukur setiap running yang terdiri dari variasi diameter. Kecepatan aliran disekitar pilar diukur pada setiap variasi yang menyebabkan gerusan minimal terjadi. Diameter pilar yang menyebabkan gerusan minimal adalah pada dasar saluran dengan diameter 21,95 mm, dan diameter pilar yang menyebabkan gerusan maksimum pada diameter 47,50 mm.
KAPASITAS LENTUR BALOK BETON BERTULANG DENGAN POLYPROPYLENE FIBER SEBESAR 6% DARI BERAT SEMEN Apriyatno, Henry
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.v11i2.1723

Abstract

The addition of fiber (fiber) in the concrete mixture is to debone the concrete where thefiber is spread evenly into the concrete mixture with random orientation, so as to prevent theoccurrence of micro cracks. The addition of polypropylene fiber is intended to support the internalstresses (axial, bending and shear) is greater. The study aims to determine the flexural capacity ofconcrete beams reinforced with polypropylene fiber at 6% of cement weight. Split tensile strength ofconcrete will increase by approximately 36.78%, while the modulus of elasticity of a decline, adecline of about 5.4% of conventional concrete. Strong increase in the beam line optimally will beobtained when the fiber concrete is placed only partially in the appeal, the proportion of 75% of thetotal look of the block .. Increased flexibility of polypropylene fiber beam 22.6% for the BPF-100,BPF-75, BPF-50, and increased 9.7% for BPF-25 than normal concrete. Penambahan serat (fiber) pada adukan beton adalah menulangi beton dimana fiberdisebarkan secara merata kedalam adukan beton dengan orientasi acak, sehingga dapatmencegah terjadinya retakan mikro. Penambahan polypropylene fiber dimaksudkan dapatmendukung tegangan-tegangan internal (aksial, lentur dan geser) yang lebih besar. Penelitianbertujuan untuk mengetahui kapasitas lentur balok beton bertulang dengan polypropylene fibersebesar 6% dari berat semen. Kuat tarik belah beton akan meningkat sekitar 36,78 %, sedang nilaimodulus elastisitas terjadi penurunan, penurunan sekitar 5,4 % dari beton konvensional.Peningkatan kuat batas balok secara optimal akan diperoleh bila beton fiber hanya ditempatkansecara parsial pada bagian tarik, proporsi 75 % dari luas tampang balok.. Peningkatan kelenturanbalok polypropylene fiber sebesar 22,6 % untuk BPF-100, BPF-75, BPF-50, dan meningkat 9,7%untuk BPF-25 dibandingkan beton normal.
Transformation of Activities and Space in Malay Kampong as Heritage Kampong in Semarang City Kurniati, Rina; Ristianti, Novia Sari; Dewi, Santy Paulla; Prihestiwi, Rosa Calista
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 1 (2020): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i1.21498

Abstract

Abstract. Urban development is a very dynamic process which determines by the function and the value of an area. Development of the city and the modernization causes social, economic and environmental changes and causes spatial transformation in the urban kampoong. The spatial transformation cannot be generalized and have different forms. Kampung Melayu is one of the kampung kota in the Semarang city that still survives till now. The function of Kampung Melayu is very vital and has enormous value in the colonial era so that it becomes a special attraction in the service trade sector. However, in the 20th century Kampung Melayu changed its function which led to changes in spatial planning in the region. Based on the results of the analysis, there are indications of decreased activity in the region regarding economic, environmental and social aspects both in the context of physical and non-physical changes. Thus, the purpose of this research is to make a spatial transformation that occurs in Kampung Melayu Semarang. The method used is a qualitative method. This study discusses the historical role of Malay villages from the future, how to assess the character of space and activities in Kampung Melayu and the spatial transformation in Kampung Melayu. The output of this research is spatial transformation that occurs in Kampung Melayu, Semarang CityKeywords: Spatial Transformation, Urban Kampoong, Kampoong Heritage.
The Effect of Atmospheric Attributes Inside Restaurants on Social Media Branding Dewi, Ova Candra; Irma, Donna; Sari, Joice Sandra
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 1 (2020): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i1.23303

Abstract

This paper explains the most influential facilities in the hospitality industry particularly restaurant in Jakarta. In recent years, many restaurants compete with each other in order to survive the marketing competition. Furthermore, in this digital era, having good branding on social media will be very helpful in the restaurant business. Social media provides the most effective business marketing for the business, due to its speed and accuracy for targeting the desired market segmentation. Perceiving this potential, the restaurant owners try to build good branding in social media in order to construct the market expectations. Consequently, the physical environment as an atmosphere element in a restaurant is critical to strengthen the restaurant branding on social media. It can improve the quality of the atmosphere produced in order to create a satisfying visiting experience. Therefore, when the expected amount of the visitors is reached, they will be driven to perform social media behavior (word of mouth). This study describes the impact of word of mouth by restaurant visitors on social media created by the quality of atmospheric attributes that will effectively affect the overall branding of the restaurant. In this study, the restaurants with good social media reputation under different characteristics and concept in Jakarta have been selected as the case studies. The aim to select them as case studies is to find a common thread of differences. The hypothesis made of this study is that restaurants with harmonious atmospheric attributes will provide a satisfying experience for visitors which will trigger social media behavior in enhance the branding.
Analysis Effect of Variation Form and Dimension on Structure Reinforced Concrete Column in Kali Kendeng Bridge Dewantara, Kandida Rahardian; Apriyatno, Henry; Narendra, Alfa; Taveriyanto, Arie
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 1 (2020): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i1.21013

Abstract

Abstract. Square columns is a rectangular column which has a single stirrup shape and wide distances in - between. In addition, the round column is a column with a spiral section and has a relatively short distance or a relatively smaller distance in - between. Parameters in column planning include reinforcement requirements, column slenderness, buckling factors, interaction diagrams, and ductility. The study used existing rectangular column data with dimensions of 3.5x3.5 m from Kali Kendeng Bridge in the Semarang-Surakarta Toll Road Construction Project. From the field data, variations in the shape of the columns became rounded columns by calculating the moment of inertia of the two cross sections. Variations in dimensions was performed by calculating reinforcement ratio requirements, aiming to produce an effective column design. The first step is to analyze the bridge loading with earthquake loading SNI for the 2833: 2016 bridge and SNI loading for the bridge 1725: 2016. After that, do the calculation of reinforced concrete column requirements and be checked through the SAP2000 application. Then analyze SAP2000 output, so that the moment and shear forces are obtained in square and round columns. Then with the same material that is 30 MPa quality concrete and 390 MPa quality steel, the results obtained slenderness, bending factor and the radius of inertia between square and round columns are the same. The maximum moment value in a square column is 60704.8718 kN-m and the maximum shear is 2358.14 kN. In addition, the round column obtained a maximum moment of 60685.1944 kN-m and a maximum shear of 2358.65 kN. An overview of the relative ductility aspect of 2.7 kN between square and round columns and the ductility value shows the reduced cross-sectional area the smaller the ductility value. Therefore, it is concluded that a round column is better in terms of holding moment and sliding, than a square shaped column.

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