scholarly journals Architecture of Small Type Train Station in Yogyakarta, Indonesia

2021 ◽  
Vol 4 (1) ◽  
pp. 27-38
Author(s):  
Masyiana Arifah Alfia Riza ◽  
Edy Darmawan ◽  
Ikaputra Ikaputra ◽  
Dimas Wihardyanto
Keyword(s):  
18Th Century ◽  
Qualitative Approach ◽  
Rail Transport ◽  
Structural System ◽  
Historical Buildings ◽  
Distinctive Character ◽  
Train Station ◽  
Railway Line ◽  
Spatial System ◽  
Transport Line

The reason for the construction of the Ngabean (Yogyakarta)-Palbapang (Bantul)-Sewugalur (Kulon Progo) railway line with a length of 28 km was to accommodate 4 sugar factories along the line. In order to shorten the rail transport line on the Yogyakarta-Sewugalur railway line, 12 small stations were made. But unfortunately, in 1942 this line was closed causing some of these stations to be closed and disappeared. Among the available stations are Winongo Station, Bantul Station, and Palbapang Station. This study aims to look at the characteristics of 18th century Dutch Indonesian architecture in the station building. Knowing the architectural character of the station building can play as a reference for maintaining the conservation of historical buildings in Indonesia. This study employed a rationalistic-qualitative approach. To identify the architectural character of the station building, this study was conducted by looking at the spatial system, architectural system, and structural building system. From the results of the study, it was found that Winongo Station, Bantul Station, and Palbapang Station have a distinctive character both from the spatial system, architectural system, and structural system.

Failures of the Listed Wooden Buildings in Istanbul

2013 ◽  
Vol 778 ◽  
pp. 26-33
Author(s):  
Ali Osman Kuruscu ◽  
Gorun Arun
Keyword(s):  
18Th Century ◽  
Capital City ◽  
Present Condition ◽  
Masonry Buildings ◽  
Timber Structures ◽  
Historical Buildings ◽  
Damage Level ◽  
Quality Of Work ◽  
Rich People

Istanbul, which has been the capital city of different empires throughout history, houses numerous listed architectural and cultural historical buildings. There are diverse applications of timber structures all through Anatolia. As capital city of Ottoman period, construction of timber had high and low periods in Istanbul. As masonry houses have suffered numerous intense and destructive earthquakes, wooden buildings gained importance to be safe especially among rich people. As several fires wiped out thousands of houses and the districts, masonry buildings were made obligatory by law in the form of building regulations. Later however, due to many damages caused by repeated earthquakes, construction of timber buildings was once again allowed under the law. Between the 15th and the 18th centuries, the Turkish dwellings of timber framed construction with brick filling were developed. After the 18th century, the quality of work was decreased; the wall frames constructed without any filling sheathed with timber planks or lathed plaster became popular. Today, although these timber dwellings are listed, they are in very poor condition due to lack of maintenance and wrong interventions. In order to make risk assessment of these structures, more than 20 houses were inspected in Historical Peninsula of Istanbul. This paper will discuss risks sources, assessment of damage level and evaluation of the present condition of these buildings.

scholarly journals Verification of GNSS Measurements of the Railway Track Using Standard Techniques for Determining Coordinates

2020 ◽  
Vol 12 (18) ◽  
pp. 2874 ◽  
Author(s):  
Cezary Specht ◽  
Andrzej Wilk ◽  
Wladyslaw Koc ◽  
Krzysztof Karwowski ◽  
Paweł Dąbrowski ◽  
...  
Keyword(s):  
Measuring System ◽  
Railway Track ◽  
Satellite Measurements ◽  
Railway Line ◽  
University Of Technology ◽  
Railway Infrastructure ◽  
Spatial System ◽  
Mobile Satellite ◽  
Gnss Measurements ◽  
Geometric Layout

The problem of the reproduction of the railway geometric layout in the global spatial system is currently solved in the form of measurements that use geodetic railway networks and also, in recent years, efficient methods of mobile positioning (mainly satellite and inert). The team of authors from the Gdańsk University of Technology and the Maritime University in Gdynia as part of the research project InnoSatTrack is looking for effective and efficient methods for the inventory of railway lines. The research is part of a wider investigation BRIK (Research and Development in Railway Infrastructure, in polish: Badania i Rozwój w Infrastrukturze Kolejowej). This paper presents a comparative analysis of the problem of the reproduction of the trajectory of the measuring system using tacheometry, satellite measurements made using a measurement trolley, and mobile satellite measurements. Algorithms enabling the assessment of the compliance of satellite measurements with classic tacheometric measurements were presented. To this end, the authors held measurement sessions using modern geodetic instruments and satellite navigation on a section of the railway line. The results of the measurements indicate the convergence of the level of accuracy achieved by different measuring techniques.

Stabilization and Strengthening the Foundation of the Two Entrance Gates of the Holy Shrine of Imam Reza (PBUH)

2010 ◽  
Vol 133-134 ◽  
pp. 891-896
Author(s):  
Peyman Homami ◽  
Mahmood Golabchi
Keyword(s):  
Structural Analysis ◽  
Structural System ◽  
Historical Buildings ◽  
The Times ◽  
The City

This paper presents the structural analysis and constructional method for the stabilization and strengthening of the foundation of the two entrance gates in Holy Shrine of Imam Reza (PBUH). The holy shrine of Imam Reza (PBUH) is a great complex in the city of Mashhad in Iran. It was founded nearly 1000 years ago and has developed and become extensive through the times. There are several entrances and wide courts around the oldest section in the centre of the complex. Recently, the extension scopes of this complex, required excavation and construction in the basements near the two main gates, called Saat and Naghareh Khaneh Edifice. These activities, near the 400 years old edifices, needed special mobilization, like, monitoring the historical buildings and strengthening their foundations. A deep study was performed, which pursued two purposes. The first purpose was to strengthen the foundation of the buildings and the second was to make a tunnel through the foundation of the buildings because of some operational benefits for the client. At the first glance these two purposes, seemed contradictory, but finally, a new structural system for the foundation were designed and built, which was able to carry the superstructure loads to the ground while a wide tunnel was constructed as well. Special scheduled sequences of construction were prepared, which was flexible and sufficiently reliable so as to overcome any undesirable circumstances and obstacles. Monitoring the buildings behaviour during the constructional phase was conducted to assist the execution directions. This project was carried out successfully and it is in use.

Use of Structural Steel Frames for Structural Restoration of URM Historical Buildings in Seismic Areas

2017 ◽  
Vol 11 (04) ◽  
pp. 1750012
Author(s):  
Vail Karakale
Keyword(s):  
Structural Steel ◽  
Seismic Performance ◽  
Steel Frames ◽  
Masonry Building ◽  
Lateral Stiffness ◽  
Historic Buildings ◽  
Structural System ◽  
Historical Buildings ◽  
Structural Restoration ◽  
Historical Masonry

Historic buildings and monuments are an important part of our cultural heritage that must be protected and their sustainability ensured, especially when earthquakes occur. In this paper, a technique that uses structural steel frames is proposed as one way of strengthening unreinforced masonry (URM) in historical buildings. The idea underpinning this technique is to reduce the earthquake displacement demand on non-ductile URM walls by attaching steel frames to the building floors from inside. These frames run parallel to the structural system of the building and are fixed at their base to the existing foundation of the building. Furthermore, they are constructed rapidly, do not occupy architectural space, save the building’s historic fabric, and can be easily replaced after an earthquake if some minor damage ensues. The proposed technique was applied to a five-story historical masonry building in Istanbul. The results of seismic performance analysis indicate that even though the building has plan irregularities, the proposed steel frames are able to effectively enhance the building’s seismic performance by reducing inter-story drifts and increasing lateral stiffness and strength.

scholarly journals ANALYSIS OF HISTORICAL BUILDINGS NGAWEN TEMPLE IN MAGELANG

MaPan ◽  
2020 ◽  
Vol 8 (2) ◽  
pp. 236-247
Author(s):  
Rizki Sariningtias ◽  
◽  
Reza Indriani ◽  
Anisa Solihati ◽  
Alya Kamila ◽  
...  
Keyword(s):  
Data Analysis ◽  
Qualitative Approach ◽  
Historical Buildings ◽  
Historical Building ◽  
Descriptive Research ◽  
Analysis Technique ◽  
History Of ◽  
The Subject ◽  
The Temple ◽  
Research Type

The analysis of historical buildings Ngawen Temple has a purpose of knowing the history of Ngawen Temple and knowing the approach to the Ngawen Temple's geometry. This research type is descriptive research with a qualitative approach. The subject of this research is the historical building of Ngawen Temple. The data collection techniques used in this research are interviews and documentation (observation) directly. The interview was done with the temple officers around the building, and the documentation was taken directly. The data analysis technique is done by analyzing the buildings related to the geometry, such as the building's shape on the Ngawen Temple. The results of this study were obtained; namely, Ngawen Temple set in Buddhism. The Ngawen Temple complex consists of 5 (five) temples that line the parallel from north to south. Temple building facing the east. From the south of Ngawen Temple I, II, III, IV, and V, each temple plans the square. One of Ngawen Temple's uniqueness is the existence of 4 lion statues in every corner of temple II and Candi IV. Another uniqueness is the temple's architecture, found in a lion's statue that supports the four sides of the temple building reconstructed from the five buildings. The lion statue's carved style resembles the lion symbol of Singapore's country and serves the rainwater that comes out through the statue's mouth. The Ngawen Temple's shape resembles the cuboid's geometry, the rectangular pyramidal frustum, and the rectangular pyramid

scholarly journals REDESIGN OF RANTAU PRAPAT TRAIN STATION

ASTONJADRO ◽  
2021 ◽  
Vol 10 (2) ◽  
pp. 393
Author(s):  
Sanggam Bonifasius Sihombing ◽  
Syamsulsyah Lubis ◽  
Michael Anderson Wijaya
Keyword(s):  
Limited Time ◽  
Railway Station ◽  
Train Station ◽  
Railway Line ◽  
The North ◽  
Transportation Modes ◽  
Human Need ◽  
North Sumatra ◽  
The City ◽  
Destination City

<p>Along with the passage of time, the human need for modes of transportation is increasing. The increasing number of residents is inversely proportional to the limited time they have, so transportation modes such as trains are one solution. Rantau Prapat Railway Station has many shortcomings which of course must be improved and added to be able to serve the community in the future. This redesign is oriented to the community as users of transportation modes, how the flow of human and vehicle circulation is the main problem. The Rantau Prapat Railway Station must also be an attractive city gate, especially since the city of Rantau Prapat is the last destination city on the North Sumatra railway line. Therefore, the application of the Contextual Architecture theme is used so that the design that is set also follows the flow of an increasingly sophisticated future era. How a Railway Station that can function well functionally but can also be a city gate that gives interest to visit.</p>

scholarly journals Redefining of the Rijeka Railway Junction

2012 ◽  
Vol 23 (6) ◽  
pp. 443-451
Author(s):  
Siniša Vilke ◽  
Livia Šantić ◽  
Matija Glad
Keyword(s):  
Key Words ◽  
Transport System ◽  
High Efficiency ◽  
Container Terminal ◽  
Rail Transport ◽  
The Other ◽  
Passenger Transport ◽  
Railway Transport ◽  
Railway Line ◽  
Cargo Transport

This paper presents and analyses the redefined Rijeka railway junction. The redefined concept of the Rijeka railroad hub in the context of port and railway interdependence dictates the need to find the accommodation of cargo transport to peripheral locations such as: Krasica, Kukuljanovo, Bakar, Ivani, Bršica and capacity for the island of Krk, while passenger transport would be implemented in the urban area. The most important projects related to Rijeka rail transport system are the construction of a new line of high efficiency between Zagreb and Rijeka, and a new railroad through the tunnel of Učka which will link the ports of Rijeka, Koper and Trieste. Together with the reconstruction of cargo stations Rijeka and Brajdica, an extension of the other tracks on the railroads Škrljevo-Rijeka and Rijeka-Opatija/Matulji should be performed as well as the construction of Krasica, Ivani, Tijani and Vrgljevo stations. The construction includes a multipurpose bridge to the Island of Krk and a railway line to the new container terminal as well as the new railway bypass to “elevation 200”. KEY WORDS: Rijeka railway junction, railway transport system, railway transport, Port of Rijeka

scholarly journals Methodology for the Characterisation of Linear Rail Transport Infrastructures with the Machine Learning Technique and Their Application in a Hyperloop Network

2021 ◽  
Author(s):  
José Ángel Fernández Gago ◽  
Federico Collado Pérez-Seoane
Keyword(s):  
Machine Learning ◽  
Capital Expenditure ◽  
Rail Transport ◽  
Transport Infrastructure ◽  
Planning Stage ◽  
Railway Line ◽  
Geometric Patterns ◽  
Two Cities ◽  
Learning Technique ◽  
Strongly Connected

AbstractThe layout solution for linear rail transport infrastructure will always alternate ‘surface’ sections with ‘tunnel’ and ‘viaduct’ sections. The capital expenditure (CapEx) linked at the planning stage to this type of public asset is strongly connected to the quantity of tunnels and viaducts planned. In this context, for similar lengths, a railway line using 15% tunnels and 7% viaducts to link two cities should not have the same financial viability as one using 8% tunnels and 3% viaducts to link the same cities. The process of planning, design and construction of linear works is heavily scrutinised by public administrations in all countries, and in many cases similar standards of work are shared. Firstly, this research paper highlights the existence of hidden geometric patterns in all linear transport infrastructures worldwide. Secondly, it proposes to exploit the existence of such patterns for the benefit of planners through the computational power available today in machine learning-as-a-service (MLaaS) platforms. This article demonstrates how geometric features extracted from any succession of rectangular trapeziums in linear infrastructures can predict the quantity of kilometres in ‘surface’, ‘tunnel’ and ‘viaduct’ sections in future linear rail transport infrastructures that have not yet been built. The practical application of the proposed working methodology has made it possible to intuit the characteristics of a future Hyperloop transport network in Europe of more than 12,000 km in length.

scholarly journals Geotourism interesting locality with Remediation of the bedrock and restoration of Spiš Castle - UNESCO heritage site

2021 ◽  
Vol 906 (1) ◽  
pp. 012029
Author(s):  
Orlando Arencibia Montero ◽  
Miloš Duraj
Keyword(s):  
Continuous Monitoring ◽  
18Th Century ◽  
Historical Buildings ◽  
The Past ◽  
Current State ◽  
Heritage Site ◽  
The World ◽  
The Future ◽  
Positive Results ◽  
Karst Processes

Abstract Understanding the structure of the geological subsoil should be the first stage in the construction of any major building. Therefore, if the problem of rescue and restoration of various historical buildings is currently being addressed, it is necessary to study their subsoil in detail. Among the important historical buildings that have been preserved in Slovakia are numerous castles and chateaux. Nowadays, many of these buildings need to be extensively restored to prevent their gradual devastation. The issue of rehabilitation of some buildings has been addressed for several decades. The reasons for the rehabilitation of these buildings have varied. In the case of the ruins of Strečnian Castle and its subsoil, it was primarily the safety of traffic on the adjacent important road. In the case of Spiš Castle, it is a monument of world importance. It is one of the largest castle complexes in Europe. The beginnings of the construction of this complex date back to the 11th century. Its current state is due, among other factors, to the instability of its geological subsoil. For this reason, the stabilisation of the travertine body, which has been severely damaged, particularly by tectonics and karst processes, has already been addressed in the past. The solution of this problem in the past has already produced positive results, but due to exogenous processes and, hypothetically and certainly, seismicity, the bedrock may move again in the future. For this reason it is necessary to pay attention to continuous monitoring of the movement of its rock blocks. As far as the castle itself is concerned, its current state is mainly due to the fire at the end of the 18th century, followed by its rapid devastation. In view of the world importance of the castle, the restoration of the site may therefore also take other directions. One possibility is, for example, its reconstruction according to contemporary records, which would bring its final appearance even closer to its original grandeur.

Sign in / Sign up

Export Citation Format

Share Document