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 bandung,
Jawa barat
INDONESIA
Jurnal Teknik Sipil
Published by Institut Teknologi Bandung
ISSN : 08532982     EISSN : 25492659     DOI : 10.5614/jts
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil merupakan jurnal ilmiah yang diterbitkan berkala setiap tiga bulan, yaitu April, Agustus dan Desember. Jurnal Teknik Sipil diterbitkan untuk pertama kalinya pada tahun 1990 dengan membawa misi sebagai pelopor dalam penerbitan media informasi perkembangan ilmu Teknik Sipil di Indonesia. Sebagai media nasional, Jurnal Teknik Sipil diharapkan mampu mengakomodir kebutuhan akan sebuah media untuk menyebarluaskan informasi dan perkembangan terbaru bagi para peneliti dan praktisi Teknik Sipil di Indonesia. Dalam perkembangannya, Jurnal Teknik Sipil telah terakreditasi sebagai jurnal ilmiah nasional sejak tahun 1996 dan saat ini telah terakreditasi kembali (2012-2017). Dengan pencapaian ini maka Jurnal Teknik Sipil telah mengukuhkan diri sebagai media yang telah diakui kualitasnya. Hingga saat ini Jurnal Teknik Sipil tetap berusaha mempertahankan kualitasnya dengan menerbitkan hanya makalah-makalah terbaik dan hasil penelitian terbaru.
Arjuna Subject : -
Articles 956 Documents
 91   92   93   94   95 
Penentuan Indikator Pengukuran dan Analisis Kinerja Keuangan Perusahaan Konstruksi (Studi Kasus: PT. X (Persero) Tbk) Ima Fatima; Whenny Medeline; Fitratul Ikhsan
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.11

Abstract

Abstract Infrastructure development plays a crucial role in economic growth in Indonesia. Despite the high demand for infrastructure, it does not guarantee that construction companies in Indonesia can sustain financially or non-financially because the construction industry is vulnerable to financial risks. This was evident during the Covid-19 pandemic in 2020, where there was a 5.66% decrease in the number of construction companies due to economic slowdown. This correlates with the poor financial performance of construction companies in Indonesia, as seen in one of the state-owned construction companies in Indonesia, which has significant liabilities compared to other state-owned enterprises. Decreases in financial performance can occur in every company if they do not have effective financial management. Therefore, each company needs to implement effective financial performance management by determining appropriate performance measurement indicators and analyzing financial performance to assess the financial health of the company. The research was conducted at PT. X (Persero) Tbk., a state-owned construction company in Indonesia. This research aims to determine the procedure for identifying financial performance indicators, establish these financial performance indicators, and analyze the company's financial performance. The procedure for identifying financial performance indicators was obtained through a literature review and validated through interviews with the company. Subsequently, the financial performance analysis was carried out using financial ratio analysis and the weighting of financial ratio values based on Keputusan Menteri BUMN Nomor Kep-100/MBU/2002, resulting in an assessment of the company's financial health. The analysis results indicate that the financial health of PT. X (Persero) Tbk. fluctuates and is influenced by both internal and external factors.
Dynamic Analysis of Force Redistribution in Small Pile Groups Foundation Subjected to Accidental Lateral Loads Reynaldo Nathaniel Wilmer; Widjojo Adi Prakoso
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.2

Abstract

Abstract Designing infrastructure always involves considering potential loads. Beyond anticipated loads, accidental ones can occur, as with the Pedamaran II bridge in Riau, where a ship collision damaged its foundation, breaking a pile and cracking the pile cap. However, this did not lead to structural failure, even though over 30% of the piles in the group were damaged. Initial hypotheses suggest that the use of bracing in the existing bridge might have helped redistribute forces. A numerical model was created using Opensees to simulate lateral loading on the shaft of an elevated pile cap, comparing the effects of bracing and no bracing using elastic elements in a simple 2x2 foundation model. The aim was to understand the correct modeling approach for bracing behavior and its impact on load response. Pushover analysis was performed on one of the shafts, with eccentric loading generating forces in both the x and y axes. Results showed that modeling bracing with elastic elements helped evenly distribute forces across rows of piles, with the greatest distribution occurring in the loaded row. The maximum moment occurred at the lowest bracing connection, highlighting the crucial role of bracing in load distribution, and significantly increasing lateral capacity by about 60%.
Analisis Perancangan Dinding Penahan Tanah Untuk Seawater Intake Pembangkit Listrik Tenaga Uap Ibadurrahman Adz Dzikro; Sarah Via Mades Aweka; Azka Syarifa Amani; Harum Kurnia Jayanti; Andika Sahadewa
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.9

Abstract

Abstract The handling of retaining walls in the PLTU seawater intake project is a crucial part in maintaining the stability of buildings below ground level. The retaining wall construction is selected based on the depth of excavation, soil type, the height of the Groundwater Table (GWT), and the load being retained. The lateral force calculation method uses Rankine and Coulomb theories with specified soil parameters. The case study was conducted at the seawater intake area of Java 9 & 10 Suralaya PLTU in Suralaya, Cilegon, Banten. The design process involved soil data interpretation, site class determination, and stability analysis using MIDAS GTS NX software. The retaining wall design is divided into two parts, using diaphragm walls and secant piles. The use of lateral reinforcement in the form of soil anchors is adjusted to the provisions of SNI 8460-2017. The design results show that the wall and anchor configurations meet the design criteria, with appropriate values of safety numbers and lateral deflections. However, the selection of Mohr-Coulomb soil model and pseudostatic earthquake analysis produced more conservative results. In conclusion, the retaining wall design proved to be effective in handling the lateral soil loads and pressures in the seawater intake PLTU project.
Analisis Numerik Pengaruh Beban Hujan dan Gempa pada Stabilitas Lereng Tanah Tak Jenuh Wilson Koven; Abdul Halim Hamdany
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.8

Abstract

Abstract Rain and earthquake affect the stability of the slope. Rain results in infiltration on the slope which causes a decrease in negative pore water pressure on the slope and increases the groundwater level. Meanwhile, the seismic load from earthquake causes deformation on the slopes. Slope will experience even more critical condition if the effects of rain and earthquake are combined. This study aims to determine the influence of rain followed by earthquake on the stability of the unsaturated slope. This study consists of two stages of numerical analysis, which are seepage analysis to determine changes in pore water pressure on the slope and followed by non-linear time history dynamic analysis to calculate the deformation that occurs due to the ground motion. The soil-water characteristic curve from the field measurement will be incorporated in the upper layer of unsaturated soil and the Loma Prieta (1989) earthquake acceleration recording will be used. Six scenarios of rain followed by earthquake will be analyzed and compared, which are the scenario of rain intensity not changing for three days, the scenario of rain intensity gradually increasing and decreasing gradually, and the scenario of random rain intensity.
Analisis Kinerja Komposit Hibrid Aerated Autoclaved Concrete Panel – Lapisan Beton Bertulang Terhadap Lentur Irwan Nuryana Ferryana; Sumargo Sumargo; Mardiana Oesman
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.13

Abstract

Abstract Aerated Autoclaved Concrete (AAC) precast panels are designed for 400kg/m2 loads. Installation of AAC panels is usually added an additional layer on the top surface as protection. The reinforced concrete layer on top of the AAC panels is often defined as super dead load. However theoretically, the additional layer can increase the strength and stiffness of the panels, provided that both layers work in a monolithic composite. Thus, the layer also functions as a structural component. However, it needs research to convince it. The study is used a fullscale experimental method using 1970x600x125mm AAC panels. The variables are the thickness of the concrete layer and the method of installing shear connectors. Variations of the thickness layers are 30,40, and 50mm with a compressive strength 24.5MPa. The concrete layer is reinforced by D6mm wiremesh 150mm spacing. Shear connectors are made of D6mm deformed rebar, 200mm spacing with two variations: welded and unwelded. Panels are loaded with flexural loads monotonically, using the third-point loading method. The results of the flexural test show that due to the reinforced concrete layer on the ACC panel, the load at the first crack and ultimate increased around 28-89%, and 33-109% respectively, and stiffness 174.70% until 363.31%.
Stabilisasi Tanah Lunak Menggunakan Lumpur Bledug Kuwu dan Larutan Asam Fosfat Ditinjau Dari Nilai Kuat Tekan Bebas Arief Budi Winarno; S. Syahril
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.14

Abstract

Abstract Soft soils with low bearing capacity are a major problem in construction that can lead to failures, such as road damage, building tilts, and bridge collapses. This research aims to improve the bearing capacity of soft soil in Gedebage, Bandung, using a soil stabilization method with Bledug Kuwu mud (LBK) and phosphoric acid solution (LAF). Bledug Kuwu mud was selected due to its chemical composition, which is similar to fly ash and volcanic ash, particularly in terms of SiO₂, Al₂O₃, and Fe₂O₃ content. Phosphoric acid, though rarely used in construction, was chosen for its potential as an effective soil stabilizing agent. The research methodology involved collecting native soil samples from Gedebage and conducting physical and mechanical property tests at the Geotechnical Laboratory of Bandung State Polytechnic. The test results indicated that the optimum mixture of 15% LBK and 10% LAF successfully reduced the soil's Plasticity Index (PI) by 73.91%, from 46% to 12%. In addition, the unconfined compressive strength (qu) increased by 35% compared to the native soil, with a qu value of 1.02 kg/cm² and cohesion (c) of 0.51 kg/cm², indicating an improvement in soil consistency to the "stiff" category. These results demonstrate that the combination of LBK and LAF effectively enhances the bearing capacity of soft soils, offering an innovative solution for subgrade soil improvement and supporting the development of higher-quality infrastructure in Indonesia.
Analisis Walking Permeability, Walking Effort, dan Walkability Index, Studi Kasus Pada Jalan Braga Bandung Stephanie Natali Putriana; R. D. A. Besya Fairdian; Ammar Asyraf
Jurnal Teknik Sipil Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.2.10

Abstract

Abstract Human movement in Bandung is unavoidable, with traffic congestion and travel distance making walking a popular alternative. Ease of reaching a location is linked to walking distance and time, and route characteristics affect walking effort and accessibility. Jalan Braga is a high pedestrian area in Bandung. This study assesses walkability to Jalan Braga using Walking permeability, Walking Effort, and Walkability Index methods. Results show the highest walkability permeability values for distance and time are 1.81 on Route 4: Naripan Gas Station and 2.29 on Route 6: Bandung City Square. The highest walking effort value is 4362.50 on Route 6: Bandung City Square. The best and worst walkability index values are for Route 6: Bandung City Square and Route 3: Lautze 2 Mosque, respectively.
Program Analisis Frekuensi Besaran Rancangan Berbasis Website Ginanjar Dwi Prasetyo; Nizar Achmad; Titiek Widyasari
Jurnal Teknik Sipil Vol 31 No 3 (2024): Jurnal Teknik Sipil - Edisi Desember
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.3.13

Abstract

Abstract The design of hydraulic structures involves extensive calculations, one of that is frequency analysis. The advancement of technology should be leveraged to facilitate these calculations. A website serves as an efficient application of technology for frequency analysis, especially when compared to manual calculations. The data used for this analysis consists of daily rainfall data from 11 stations in Sleman Regency from 2004 to 2018. The data analysis was conducted by comparing calculations using Microsoft Excel and the PHP: Hypertext Preprocessor programming language. This research resulted in a web-based frequency analysis tool capable of performing calculations for distribution selection, Chi-Square test, Smirnov-Kolmogorov test, and design magnitude for specific return periods (2, 5, 10, 20, 25, 50, and 100 years). The program demonstrates a high degree of accuracy, with an average relative error of 0.049. However, there is a significant relative error in the Log Pearson III distribution, particularly in the Smirnov-Kolmogorov test, where the relative error reaches 4.155. Another limitation of this website is the input format, which requires numerical data with a period (.) as a decimal separator to avoid calculation errors. This website can be generally used with rainfall or discharge data from the study area being planned. Keywords : Frequency analysis, design magnitude, rain distribution, PHP: hypertext preprocessor, website
Peningkatan Kepadatan dan Daya Dukung Tanah dengan Pencampuran Tanah Lempung dan Pasir Harnedi Maizir; Reni Suryanita; Raihan Arditama Harnedi
Jurnal Teknik Sipil Vol 31 No 3 (2024): Jurnal Teknik Sipil - Edisi Desember
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.3.4

Abstract

Abstrak Kepadatan dan kekakuan tanah merupakan permasalahan yang harus diperhatikan dalam perencanaan struktur bangunan konstruksi. Hal ini disebabkan tanah berperan sebagai media yang menahan beban ataupun aksi dari konstruksi yang akan dibangun di atasnya. Perbaikan tanah dengan mencampurkan dua material merupakan salah satu cara untuk memenuhi kekuatan yang dibutuhkan. Perubahan cuaca dan suhu di lapangan menjadi faktor yang menjadikan tanah tidak stabil. Perbaikan tanah yang dilakukan berasal dari Proyek pekerjaan Tol Pekanbaru – Bangkinang yang berasal dari empat lokasi pengamatan. Penelitian ini dilakukan dengan mencampurkan dua material tanah dengan perbandingan 1:1 dari lokasi yang berbeda. Setelah itu dilakukan pengujian CBR, Berat Jenis, Batas-batas Atterberg dan berat volume untuk setiap benda uji. Hasil penelitian berupa nilai CBR yang menunjukkan bahwa nilai CBR tertinggi berada pada tanah campuran Pasir 2 dengan Tanah 2 dengan nilai CBR 34.34 %. Nilai CBR terendah didapatkan pada campuran Tanah Pasir 1 dengan Tanah 1 dengan 21.5%. Campuran antara Pasir 1 dengan Tanah 2 memiliki nilai CBR 25.3%, sedangkan Pasir 2 dengan Tanah 1 memiliki nilai CBR 24.8% tidak terlalu jauh dengan Pasir 1 dengan Tanah 2. Kepadatan kering maksimum untuk pasir 1 tanah 1 adalah 1.944 gr/cc. Pasir 1 dengan tanah 2 adalah 1.943 gr /cc. pasir 2 dengan tanah 1 adalah 1.996 gr/cc. Sedangkan pasir 2 dengan tanah 2 adalah 1.930 gr /cc. Perbedaan relatif kepadatan kering maksimum dipengaruhi oleh variasi ukuran butiran pada metode kepadatan ringan (standar). Kata Kunci: Nilai CBR, kekakuan tanah, perbaikan tanah, tanah lempung, pasir Abstract Soil density and bearing capacity are problems that must be considered in the planning of construction building structures. This is because the soil acts as a medium that holds the weight or action of the construction to be built on it. Stability by mixing two materials is one way to meet the required strength. The changes in weather and temperature in the field are factors that make the soil unstable. The samples carried out came from the Pekanbaru - Bangkinang Toll Road Project which came from the four observation locations. This research was conducted by mixing two soil materials with a ratio of 1: 1 from different locations. After that, testing the CBR, Specific Gravity, Atterberg limits, and volume weight for each specimen. The results of the study were CBR values which indicated that the highest CBR value was in a mixture of Sand 2 and Soil 2 with a CBR value of 34.34%. The lowest CBR value was found in a mixture of Sand 1 and Soil 1 with 21.5%. The mixture between Sand 1 and Soil 2 has a CBR value of 25.3%, while Sand 2 and Soil 1 have a CBR value of 24.8%. The maximum dry density for Sand 1 Soil 1 is 1.944 Gr/cc. Sand 1 with soil 2 is 1,943 Gr / cc. Sand 2 with soil 1 is 1.996 Gr/cc. While sand 2 with soil 2 is 1,930 Gr/cc. The relative difference in maximum dry density is influenced by grain size and is not influenced by compaction energy and mold size in the light density method (standard). Keywords: CBR value, soil stiffness, soil stabilization, clay soil, sand
Analisis Ancaman Banjir pada Sistem Drainase Banger Lama, Kota Pekalongan: Pengaruh Faktor Hujan, Kenaikan Muka Laut, dan Penurunan Tanah Mohammad Iqbal Huseiny; Arno Adi Kuntoro; Eka Oktariyanto Nugroho; Mohammad Farid; Sella Lestari Nurmaulia
Jurnal Teknik Sipil Vol 31 No 3 (2024): Jurnal Teknik Sipil - Edisi Desember
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2024.31.3.8

Abstract

Abstract The coastal areas of Pekalongan City face a significant threat due to flooding and tidal surges. The low, flat topography complicates the management of drainage systems, given the relatively gentle land slope. Flooding incidents frequently occur in various parts of Pekalongan City. Furthermore, the global rise in sea levels and land subsidence in the region exacerbate this issue. This study aims to model the drainage system, considering factors such as rainfall, sea level rise, and land subsidence in Pekalongan City. The modeling is conducted by integrating 2D and 1D models using the Personal Computer Storm Water Management Model (PCSWMM) software. The modeling results encompass three parameters: flood depth, flood velocity, and flood duration. Subsequently, a flood hazard map is developed based on the Flood Hazard Index, incorporating these three parameters. Recommendations to address this issue include constructing embankments and flap gates upstream in flood-affected areas, as well as modifying the drainage system to enable gravity-driven water flow downstream without the use of pumps. However, it is essential to note that these recommendations may not be effective in scenarios involving significant land subsidence. This research is anticipated to assist stakeholders in making informed decisions regarding the management of the drainage system in Pekalongan City. Keywords: Drainage, PCSWMM, flood, sea level rise, land subsidence

Page 93 of 96 | Total Record : 956

 91   92   93   94   95 

Filter by Year

2003 2025


Reset
Filter By Issues
All Issue Vol 32 No 2 (2025): Jurnal Teknik Sipil - Edisi Agustus Vol 31 No 3 (2024): Jurnal Teknik Sipil - Edisi Desember Vol 31 No 2 (2024): Jurnal Teknik Sipil - Edisi Agustus Vol 31 No 1 (2024): Jurnal Teknik Sipil Vol 30 No 3 (2023): Jurnal Teknik Sipil Vol 30 No 2 (2023): Jurnal Teknik Sipil Vol 30 No 1 (2023): Jurnal Teknik Sipil Vol 29 No 3 (2022): Jurnal Teknik Sipil Vol 29 No 2 (2022): Jurnal Teknik Sipil Vol 29 No 1 (2022): Jurnal Teknik Sipil Vol 28 No 3 (2021): Jurnal Teknik Sipil Vol 28 No 2 (2021): Jurnal Teknik Sipil Vol 28 No 1 (2021): Jurnal Teknik Sipil Vol 27 No 3 (2020) Vol 27 No 2 (2020) Vol 27 No 1 (2020) Vol 27, No 1 (2020) Vol 26 No 3 (2019) Vol 26, No 3 (2019) Vol 26 No 2 (2019) Vol 26, No 2 (2019) Vol 26, No 1 (2019) Vol 26 No 1 (2019) Vol 26, No 1 (2019) Vol 25, No 3 (2018) Vol 25, No 3 (2018) Vol 25 No 3 (2018) Vol 25, No 2 (2018) Vol 25 No 2 (2018) Vol 25 No 1 (2018) Vol 25, No 1 (2018) Vol 24 No 3 (2017) Vol 24, No 3 (2017) Vol 24, No 2 (2017) Vol 24 No 2 (2017) Vol 24, No 2 (2017) Vol 24, No 1 (2017) Vol 24 No 1 (2017) Vol 23, No 3 (2016) Vol 23 No 3 (2016) Vol 23 No 2 (2016) Vol 23, No 2 (2016) Vol 23 No 1 (2016) Vol 23, No 1 (2016) Vol 22, No 3 (2015) Vol 22 No 3 (2015) Vol 22 No 2 (2015) Vol 22, No 2 (2015) Vol 22, No 1 (2015) Vol 22 No 1 (2015) Vol 21 No 3 (2014) Vol 21, No 3 (2014) Vol 21 No 2 (2014) Vol 21, No 2 (2014) Vol 21, No 1 (2014) Vol 21 No 1 (2014) Vol 20 No 3 (2013) Vol 20, No 3 (2013) Vol 20, No 2 (2013) Vol 20 No 2 (2013) Vol 20, No 1 (2013) Vol 20 No 1 (2013) Vol 19 No 3 (2012) Vol 19, No 3 (2012) Vol 19 No 2 (2012) Vol 19, No 2 (2012) Vol 19 No 1 (2012) Vol 19, No 1 (2012) Vol 18, No 3 (2011) Vol 18 No 3 (2011) Vol 18, No 2 (2011) Vol 18 No 2 (2011) Vol 18 No 1 (2011) Vol 18, No 1 (2011) Vol 17 No 3 (2010) Vol 17, No 3 (2010) Vol 17, No 2 (2010) Vol 17 No 2 (2010) Vol 17, No 1 (2010) Vol 17 No 1 (2010) Vol 16, No 3 (2009) Vol 16 No 3 (2009) Vol 16 No 2 (2009) Vol 16, No 2 (2009) Vol 16 No 1 (2009) Vol 16, No 1 (2009) Vol 15, No 3 (2008) Vol 15 No 3 (2008) Vol 15, No 2 (2008) Vol 15 No 2 (2008) Vol 15, No 1 (2008) Vol 15 No 1 (2008) Vol 14, No 4 (2007) Vol 14 No 4 (2007) Vol 14, No 3 (2007) Vol 14 No 3 (2007) Vol 14 No 2 (2007) Vol 14, No 2 (2007) Vol 14 No 1 (2007) Vol 14, No 1 (2007) Vol 13, No 4 (2006) Vol 13 No 4 (2006) Vol 13, No 3 (2006) Vol 13 No 3 (2006) Vol 13 No 2 (2006) Vol 13, No 2 (2006) Vol 13, No 1 (2006) Vol 13 No 1 (2006) Vol 12, No 4 (2005) Vol 12 No 4 (2005) Vol 12, No 3 (2005) Vol 12 No 3 (2005) Vol 12 No 2 (2005) Vol 12, No 2 (2005) Vol 12, No 1 (2005) Vol 12 No 1 (2005) Vol 11 No 4 (2004) Vol 11, No 4 (2004) Vol 11, No 3 (2004) Vol 11, No 3 (2004) Vol 11 No 3 (2004) Vol 11, No 2 (2004) Vol 11 No 2 (2004) Vol 11, No 1 (2004) Vol 11 No 1 (2004) Vol 10, No 4 (2003) Vol 10 No 4 (2003) Vol 10 No 3 (2003) Vol 10, No 3 (2003) Vol 10, No 2 (2003) Vol 10 No 2 (2003) Vol 10 No 1 (2003) Vol 10, No 1 (2003) More Issue