Academic literature on the topic 'Buildings, structures, etc – History'

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Journal articles on the topic "Buildings, structures, etc – History"

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Zhang, Qiang Qiang, Wen Pan, and Bai Feng Sun. "The Two-Stage Design Method of Isolated Structures Based on New Code for Seismic Design of Buildings." Applied Mechanics and Materials 275-277 (January 2013): 1243–49. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1243.

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Two-stage design method for base isolation structures includes simplified estimation and time history analysis. Simplified estimation is used in preliminary design stage for estimating the weight and the first period of an isolated structure, the upper structure is simplified as a SDOF system. According to the expected response reduction goals and response spectrum, the first period of the isolated structure, stiffness of isolation device and number of isolation bearing can be induced. Time history analysis is employed in detail design stage, for determination and optimization of isolation dev
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Silva, B., Catarina Q. Costa, Francesca Da Porto, Maria Rosa Valluzzi, and Claudio Modena. "Seismic Vulnerability of Historical Structures: Damage State of the Abruzzo (Italy) Churches in the Sequence of the April 2009 Earthquake." Advanced Materials Research 133-134 (October 2010): 765–70. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.765.

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Each earthquake represents a particular moment in the history of the affected region. The seismicity in Italy reaches frequently high values, what makes it a country particularly affected by this kind of natural disasters. Historical constructions (in particular masonry ones) are structures that show a high vulnerability to the type of loads introduced in the sequence of a seismic event. This paper focus on the effects of the 6th of April 2009 earthquake, that affected the region of Abruzzo (Italy), over the historical buildings of the region, in particular churches, by establishing a set of d
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Herasymenko, I., and S. Maksymov. "PROBLEMATIC ISSUES OF CULTURAL HERITAGE VALUATION OF MONUMENTS." Criminalistics and Forensics, no. 65 (May 18, 2020): 477–85. http://dx.doi.org/10.33994/kndise.2020.65.47.

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The article analyzes the current state of the regulatory framework governing the valuation of cultural monuments, in particular, the Monetary Valuation of Monuments approved by the Cabinet of Ministers of Ukraine dated September 26, 2002 No. 1447. The classification of conservation categories by a monument (national and local significance) and types of monuments (archeology, history, monumental art, architecture and urban planning, landscape gardening art, historical landscape, science and technology) is given. The main problem in determining the value of monuments is to take into account not
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Berest, Roman. "Cave monastery of Galicia: the problem of interpretation, localization and protection." Materials and studies on archaeology of Sub-Carpathian and Volhynian area 24 (December 24, 2020): 176–88. http://dx.doi.org/10.33402/mdapv.2020-24-176-188.

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The problem of the little-known, complex and multifaceted history of the medieval cave monasticism of Galicia is raised. In the most difficult period of national history, it defended the basic principles and principles of national dignity, social tolerance, Christian spirit and upbringing in far from difficult conditions. Based on the results of archeological and speleological researches of a number of monuments, the existence of a significant variety of cave monuments in Galician lands (cult altars, churches, monasteries, proto-monastery houses, cells of hermits, ascetics, etc.) was noted. In
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Ronghe, G. N., and L. M. Gupta. "Parametric Study of Tendon Profiles in Prestressed Steel Plate Girder." Advances in Structural Engineering 5, no. 2 (2002): 75–85. http://dx.doi.org/10.1260/1369433021502579.

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The concept of prestressing steel structures has only recently been widely considered, despite a long and successful history of prestressing concrete members. Several analytical studies of prestressed steel plate girder were reported in the literature, but much of that work was not studied with reference to different parameters like tendon profile, eccentricity, partial span to full span ratio, prestressing force, load carrying capacity etc. associated with prestressing. This paper examines analytically a comparative study of various tendon configurations and prestressing parameters on over al
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Печёнкин, Илья Евгеньевич. "The Searching for the Image of Church Building through the Late Russian Empire (Marginalia of a Mainstream Architectural History)." Вестник церковного искусства и археологии, no. 3(4) (August 15, 2020): 117–29. http://dx.doi.org/10.31802/bcaa.2020.4.3.008.

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В статье предпринята попытка дать описание истории поисков образа православного храма как современного здания в поздней Российской империи (сер. XIX - нач. ХХ вв.). В литературе церковное зодчество этого периода освещается, главным образом, через рамку стиля. Действительно, вопросы стилеобразования были очень важны для современников: и критики, и сами архитекторы много писали о необходимости строить храмы в традиционных национальных формах и т.д. Однако к этому дискурс о церковной архитектуре в индустриальную эпоху не сводился. В условиях роста населения городов и численности прихожан, внедрен
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Merzhievskaya, Natalia, and Angela Sokolova. "EVOLUTION OF GREENHOUSES: FROM A GARDEN ON THE WINDOWS TO A COMPLEX LIVING MECHANISM." Current problems of architecture and urban planning, no. 59 (March 1, 2021): 283–94. http://dx.doi.org/10.32347/2077-3455.2021.59.283-294.

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The relevance of the topic today is great, because environmental problems are becoming more acute and stronger every day: melting glaciers, cutting down trees, increasing air pollution, creating islands from garbage in the oceans, etc., which inevitably lead to environmental disasters. The theme of glasshouse, botanical gardens, and various greenhouse facilities will help to activate the population in the right environmental direction. Conservatory combine many functions, it helps to encourage people to pay more attention to environmental education and to draw attention to environmental issues
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Avila, Jorge A., and Eduardo Martínez. "Non-Linear Step-by-Step Seismic Response and the Push-Over Analysis Comparison of a Reinforced Concrete of Ductile Frames 15 Level Building." Key Engineering Materials 385-387 (July 2008): 229–32. http://dx.doi.org/10.4028/www.scientific.net/kem.385-387.229.

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Based on a ductile frames 15 level building, a non-linear analysis with increased monotonically lateral loads (Push-Over) was made in order to determine its collapse and its principal responses were compared against the elastic and inelastic time-history seismic responses determined with the SCT-EW-85 record. The seismic-resistance design and faced to gravitational loads was made according to the Complementary Technical Norms of Concrete Structures Design (NTC-Concrete) and the NTC-Seismic of the Mexico City Code (RDF-04), satisfying the limit service states (relative lateral displacement betw
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Kyselov, V. M., and G. V. Kyselovа. "HISTORICAL PARKS OF UKRAINE. FROM HISTORY TO MODERNITY." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 81 (December 7, 2020): 18–25. http://dx.doi.org/10.31650/2415-377x-2020-81-18-25.

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Abstract. The article explores the issues of the emergence and development of historical parks in Ukraine. There are four periods of formation and development of historical parks in Ukraine: the first ‒ from the times of Kievan Rus to the middle of the 17th century (the origin of park building), the second ‒ from the middle of the 17th century before the revolution of 1917 (construction of mainly private palaces and park ensembles), the third ‒ from 1918 to 1991 (soviet period), the fourth ‒ from 1991 to the present (the period of independence of Ukraine). The definition of the concept «histor
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Bîlbîie, Răduţ. "The Professionalization of Public Relations in the Romanian Army." International conference KNOWLEDGE-BASED ORGANIZATION 22, no. 2 (2016): 401–6. http://dx.doi.org/10.1515/kbo-2016-0069.

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Abstract The communication structures of the Ministry of National Defense have a considerable seniority and have played an important role both in different historical, critical periods for the country (wars, political crises) or institutional building (the forming of the Romanian army, of the modern command structures, etc.) as well as during the transition period after 1989. The first military publication, Observatorul Militar, (Military Observer), was released in 1859, being followed by a few thousands of magazines, newsletters, specialized directories, or during the war years of information
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Dissertations / Theses on the topic "Buildings, structures, etc – History"

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Crowe, Mary Ellen. "Rediscovering Reeveston Place : an examination of the history and architecture of the Richmond, Indiana neighborhood as a case study from the American suburban movement." Virtual Press, 2000. http://liblink.bsu.edu/uhtbin/catkey/1167624.

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Reeveston Place is a neighborhood located on the southeast side of Richmond, Indiana. All of Richmond's National Register residential areas contain examples of the popular architectural styles of the late nineteenth and early twentieth centuries. Reeveston, however, is a unique Richmond neighborhood because its plan and development were primarily influenced by the trends and styles of the early and mid-twentieth century.Economic and cultural influences before, between and after both world wars, and the impact of the automobile were factors that made Reeveston an area different from its predece
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Dyke, Daniel Lee 1959. "The history of the Homestake Opera House, 1912-1937." Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/276983.

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Beginning in the mid 19th Century, intercontinental railroad service made it possible for theatrical road companies to move more freely across America and perform in the smaller community opera houses. This thesis is about one of these opera houses, the Homestake Opera House in Lead, South Dakota. This thesis chronicles the events from the conception of the opera house by Pheobe Hearst and Thomas Grier, to the construction of the structure, 1911 through 1914, and finally through some of the events that took place in the opera house from the opening in August, 1914 to late November, 1936, at wh
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Reelitz, Andrea L. "A survey of pre-World War II architecture in Greenville, Illinois." Virtual Press, 1996. http://liblink.bsu.edu/uhtbin/catkey/1020162.

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This creative project, "A Survey of Pre-World War II Architecture in Greenville, Illinois," involved completing a windshield survey and a more comprehensive study of designated areas in order to identify resources which are significant to the historic character of Greenville's commercial district and residential neighborhoods. Greenville, Illinois is a small, rural city in south central Illinois having a population of about 5,500. A general lack of awareness to the architectural and historical resources in Greenville's residential neighborhoods has been present for some time, which has resulte
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Farinas, Patricia Maria. "Gateway and boundary : a repatriation center in Havana, Cuba." Thesis, Georgia Institute of Technology, 1996. http://hdl.handle.net/1853/23735.

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Reilly, Scott. "Providing Addison, Illinois with community character through downtown development." Virtual Press, 1999. http://liblink.bsu.edu/uhtbin/catkey/1133740.

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Over the past few decades, the physical forms of the Village of Addison and its neighboring communities have blended together into a series of commercial corridors serving an automobile population. The result is a loss of individual character for Addison and its neighbors. The most visible way for a municipality to obtain character is through establishing or rehabilitating its downtown. This project attempts to create a unique physical identity for the Village of Addison allowing it to stand out from typical suburban development. Since a downtown does not exist in the Village of Addison, this
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Gillin, Edward John. "The science of Parliament : building the Palace of Westminster, 1834-1860." Thesis, University of Oxford, 2015. http://ora.ox.ac.uk/objects/uuid:65863190-6063-4320-813e-e60dd1a11fb2.

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This thesis examines science's role in the construction of Britain's new Houses of Parliament between 1834 and 1860. Architecturally the Gothic Palace embodies Victorian notions of the medieval and romanticized perceptions of English history. Yet in the mid-nineteenth century, the building not only reflected, but was involved in, the very latest scientific knowledge. This included chemistry, optics, geology, horology, and architecture as a science itself. Science was chosen, performed, trusted, displayed, contested, and debated through the physical space of government. Parliament was a place w
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Unglesbee, Michael J. "Spirit of place: designing within the historic context of Alexandria, Virginia." Thesis, Virginia Polytechnic Institute and State University, 1991. http://hdl.handle.net/10919/53305.

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The investigation of the Spirit of a historic place, Alexandria, Virginia to acquire an understanding of it’s identity; the unique patterns, language, structure, rhythm, and character, which has led to its development as a meaningful place. To respect the Spirit of this place through the design of a place to dwell within Alexandria which is sensitive to, and evolves from, this living tradition. An architecture which achieves meaning through its relation to, and reinterpretation, transformation, and revelation of the inherent qualities of the historic artifact.<br>Master of Architecture
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Cowling, Judy K. "Curriculum development : Fairmount architectural history unit for Park Elementary School." Virtual Press, 1998. http://liblink.bsu.edu/uhtbin/catkey/1115729.

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The purpose of this creative project is to address the lack of knowledge and understanding by Park Elementary school children of the historic architecture in Fairmount Township, Grant County, Indiana. This report documents the process utilized to develop, implement and evaluate a fourth-grade curriculum of Fairmount Township architectural history.A survey of students who had previously completed the Indiana history course assessed their knowledge of local history. The curriculum unit was developed based on the survey results. The unit was developed in two stages. First it was piloted, then aft
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Aldous, Fiona. "In the process of being reborn, it was officially dead--." Virtual Press, 1994. http://liblink.bsu.edu/uhtbin/catkey/897517.

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This creative project thesis is an exploration of the connected experiences in light, space and time, developed through the 'making'of architecture. The process began with the concept of 'installation', in which the practice evolves from a vast spectrum of disciplines. The objective is to create an alternative spatial experience, occurring within an existing building. A piece of architecture through which the environment may be activated by the presence of light, material and man . An abandoned old building was chosen as the site in which to create the project. The repair and the creation of t
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Ahmed, Akheel. "A historic preservation plan for Dublin, Indiana." Virtual Press, 1989. http://liblink.bsu.edu/uhtbin/catkey/722794.

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The primary goal of this creative project is to identify the architectural styles of the significant structures in the historic district of Dublin, Indiana, and develop a preservation plan to protect the heritage and identity of the town.The document consists of the historical growth of the town, description of the nineteenth and twentieth century residential styles, and a detailed study of the issues and techniques adopted by a few selected preservation plans. Based on the research, three objectives are proposed to achieve the goal of the plan.Finally, several recommendations and techniques a
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Books on the topic "Buildings, structures, etc – History"

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D, Randall John, ed. History of the development of building construction in Chicago. 2nd ed. University of Illinois Press, 1999.

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Lagunes, Maria Margarita Segarra. Il Tevere e Roma: Storia di una simbiosi. Gangemi, 2004.

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Lagunes, Maria Margarita Segarra. Il Tevere e Roma: Storia di una simbiosi. Gangemi, 2004.

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Schoor, Arie van der. Het Rotterdam boek. Gemeentearchief Rotterdam, 2005.

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McKendry, Jennifer. With our past before us: Nineteenth-century architecture in the Kingston area. University of Toronto Press, 1995.

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Victorian Bloomsbury. Yale University Press, 2012.

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Langlois, Gilles-Antoine. Histoire d'un quartier de Paris: De la Salpêtrière à la Bibliothèque nationale de France. Somogy, 2000.

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1951-, Tahara Keiichi, ed. The Louvre: An architectural history. Vendome Press, 1995.

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Bukowski, Douglas. Navy Pier: A Chicago landmark. Metropolitan Pier & Exposition Authority, 1996.

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Wolfe, Gerard R. Chicago in and around the Loop: Walking tours of architecture and history. 2nd ed. McGraw-Hill, 2004.

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Book chapters on the topic "Buildings, structures, etc – History"

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Dumaru, Rakesh, Hugo Rodrigues, and Humberto Varum. "Seismic Performance Assessment, Retrofitting and Loss Estimation of an Existing Non-Engineered Building in Nepal." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.043.

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&lt;p&gt;The non-engineered building built before 2004 remained after Gorkha earthquake although such structures demonstrate seismic deficient. Therefore, the present study aims to carry out detail seismic performance of such building to investigate as-built seismic performance and its performance after intervention of retrofit measures. Two in situ tests were performed, which includes Schmidt hammer test and ambient vibration test. The adaptive pushover analysis and dynamic time history analyses were performed for as-built and retrofitted building. The retrofit measures increase the stiffness and maximum base shear capacity of the buildings. In addition, such retrofit measures improved single storey drift concentration in existing building such that uniform drift profile can be attained. Furthermore, the probability of exceeding damage states can be significantly reduced and mainly found to be more effective in minimizing higher damage states, such as partial collapse and collapse states. The maximum expected annual loss occurs between 0.1 g and 0.2 g PGA (Peak Ground Acceleration). It was revealed that the steel braced building was found to be relatively more effective in enhancing the seismic performance, whereas reinforced concrete shear wall found more economic feasible retrofit measure for this particular building.&lt;/p&gt;
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Morris, Gareth, Mark Browne, Kirsti Murahidy, and Mike Jacka. "Christchurch Town Hall Complex: Post-Earthquake Ground Improvement, Structural Repair, and Seismic Retrofit." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.145.

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&lt;p&gt;The Christchurch Town Hall (CTH) complex contains six reinforced concrete buildings constructed circa 1970 in Christchurch, New Zealand (NZ). The complex is used for performing arts and entertainment, with an Auditorium that is internationally recognized for its acoustics. It is listed as a Grade-1 heritage building due to its cultural and historical significance. Unfortunately, the CTH foundation system was not originally designed to accommodate liquefaction-induced differential settlement and lateral spreading effects, as highlighted by the 2010–2011 Canterbury earthquake sequence. Although the most extreme ground motions exceeded the NZS 1170.5 code-defined 1/2500 year earthquake loads, the CTH structures performed remarkably well for a design that pre-dated modern seismic codes. Most of the observed structural damage was a result of the differential ground deformations, rather than in response to inertial forces. The post-earthquake observations and signs of distress are presented herein. The primary focus of this paper is to describe two major features of the seismic retrofit project (initiated in 2013) which were required to upgrade the CTH complex to meet 100% of current NZS 1170.5 seismic loadings. Firstly, the upgrade required extensive ground improvement and a new reinforce concrete mat slab to mitigate the impacts future ground deformations. Soil stabilization was provided by a cellular arrangement of jet-grout columns, a relatively new technique to NZ at the time. The new mat slab (typically 600-900 mm) was constructed over the stabilized soils. Secondly, upgrading the superstructure had many constraints that were overcome via a performance-based design approach, using non-linear time-history analysis. Recognizing the heritage significance, the superstructure “resurrection” as a modern building was hidden within the original skin minimized disruption of heritage fabric. Retrofit solutions were targeted, which also minimized the overall works. The 2015–2019 construction phase is briefly discussed within, including jet-grout procedures and sequencing considerations.&lt;/p&gt;
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Foti, Dora, Mariella Diaferio, Nicola Ivan Giannoccaro, and Salvador Ivorra. "Structural Identification and Numerical Models for Slender Historical Structures." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch023.

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In the present chapter the theoretical basis of different methods developed for the calibration of FEMs are discussed. In general, Model Updating techniques are based on the use of appropriate functions that iteratively update selected physical properties (characteristics of the materials, stiffness of a link, etc.). In this way the correlation between the simulated response and the target value could improve if compared to an initial value. The FE model thus obtained can be used for a detailed structural analysis with a great confidence. The technique described in the first part of the chapter is applied to the evaluation of the structural properties of the tower of the Provincial Administration Building in Bari (Italy).The final purpose is to predict the performance of the tower to different combinations of static and dynamic loads, i.e. earthquakes or other induced vibrations. Ambient vibration tests have been performed on the above mentioned tower with the aim of determining its dynamic response and developing a procedure for modeling this building (Foti et al., 2012a). The Operation Modal Analysis (OMA) has been carried out both in the frequency domain and in the time domain to extract the dominant frequencies and mode shapes of the tower.
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Pant, D., and A. Wijeyewickrema. "Modeling viscous damping in nonlinear direct-integration and modal time-history analyses of base-isolated reinforced concrete buildings." In Computational Modelling of Concrete Structures. CRC Press, 2014. http://dx.doi.org/10.1201/b16645-107.

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Rymsza-Pawlowska, M. J. "Preservation Is People." In History Comes Alive. University of North Carolina Press, 2017. http://dx.doi.org/10.5149/northcarolina/9781469633862.003.0004.

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The preservation and collection of structures, objects and stories changes significantly in the 1960s and 1970s. Building preservation is democratized as more people and organizations are involved, and different kinds of structures are targeted, including vernacular and recent buildings, and sites associated with African American history. Likewise the collection of vernacular objects and expanded oral history practice also changed at this moment.
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Salahub, Liudmyla. "RESEARCH ASPECT OF THE WORK OF THE METHODIST OF THE DEPARTMENT OF PUBLIC DISCIPLINES: KEY FEATURES АND MECHANISMS." In Designing an Individual Trajectory of Educator’s Professional Development in the Context of the Concept of «Lifelong Learning». Primedia eLaunch LLC, 2021. http://dx.doi.org/10.36074/d-oblippo.monograph-2021.09.

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The purpose of the study is to analyze the features of methodological support of teachers of history, law and civic education by highlighting the elements of media literacy, focusing on memorable dates in the history of the Ukrainian state-building process through the prism of research in teacher training. Emphasis is placed on practice-oriented formats of classes. Some of the key (as of today) aspects of thematic vectors of teacher training (media literacy, commemoration of memorable events within the Ukrainian statehood, etc.) are highlighted. During the coverage of various vectors within the framework of work with students of advanced training courses, a structural-chronological approach to the coverage of the issue was applied. It is determined that the implementation of practice-oriented formats of activities contributes to the development of teachers' key and subject competencies, the formation of valuable skills and abilities necessary for orientation in the vortex of different areas of research.
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Hosseini, M., and F. Sheikhlou. "A comparative study on the seismic performance of moment resisting frame steel buildings, designed by IBC and Eurocode, based on nonlinear time history analyses." In From Materials to Structures: Advancement through Innovation. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-79.

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Kouris, Leonidas Alexandros S., and Andreas J. Kappos. "Numerical Investigation and Empirical Seismic Vulnerability Assessment of Timber-Framed Masonry Buildings." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch003.

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This chapter describes the development of traditional timber-framed masonry techniques as an anti-seismic measure in the course of time and their corresponding seismic effectiveness. Firstly, the evolution of timber framed structures from the Bronze Age to date is presented and the effects on their seismic resistance of the structural changes to which these structures have been subjected since the most ancient construction. It is noted that the appearance of timber in the body of masonry walls in prehistoric Greece after strong seismic events is the first time in the history of mankind that an effort is made to provide a rational method for seismic resistance to buildings. The seismic performance of traditional structures during recent earthquakes is also discussed. A variety of advanced analytical modelling strategies for these buildings is presented, from a detailed micro-model to macro-model procedures. The potential seismic vulnerability of these buildings is investigated using statistical data from recent earthquakes. Empirical fragility curves in terms of PGA, PGV and macroseismic intensity from the 2003 Lefkas earthquake damage data are presented.
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Hrasnica, Mustafa, Amir Čaušević, and Nerman Rustempašić. "Seismic Vulnerability Assessment of Masonry Building from Ottoman Period in Bosnia and Herzegovina." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch025.

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Traditional art of building in Bosnia and Herzegovina comprises brick or stone masonry structures. Most historical buildings belonging to national cultural heritage were made of stone-masonry. The country is situated in seismic active region of South-East Europe. In the case of strong earthquake motion such buildings could suffer heavy damages. Some structural elements of historical buildings, as domes and arches, cracked already by moderate earthquake but without the loss of stability. Substantial damages were caused by recent war disaster. Damages could be accumulated through the history as well. Generally, stone-masonry buildings in Bosnia and Herzegovina can be classified in vulnerability classes between A and C according to European Macroseismic Scale. Design and construction procedures for rehabilitation are presented here with examples of repair and strengthening of mosques, which present historical stone masonry structures dating from the Ottoman period in Bosnia and Herzegovina. Traditional and contemporary materials were used for their rehabilitation. It is important to preserve original forms, especially those of damaged elements. The challenge for structural engineers and architects was to find equilibrium between aesthetical and structural demands.
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Kwan, Chiman, David Gribben, Bulent Ayhan, and Jude Larkin. "Practical Digital Terrain Model Extraction Using Image Inpainting Techniques." In Recent Advances in Image Restoration with Applications to Real World Problems. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.93184.

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In some applications such as construction planning and land surveying, an accurate digital terrain model (DTM) is essential. However, in urban and sub-urban areas, the terrain may be covered by trees and man-made structures. Although digital surface model (DSM) obtained by radar or LiDAR can provide a general idea of the terrain, the presence of trees, buildings, etc. conceals the actual terrain elevation. Normally, the process of extracting DTM involves a land cover classification followed by a trimming step that removes the elevation due to trees and buildings. In this chapter, we assume the land cover types have been classified and we focus on the use of image inpainting algorithms for DTM generation. That is, for buildings and trees, we remove those pixels from the DSM and then apply inpainting techniques to reconstruct the terrain pixels in those areas. A dataset with DSM and hyperspectral data near the U. Houston area was used in our study. The DTM from United States Geological Survey (USGS) was used as the ground truth. Objective evaluation results indicate that some inpainting methods perform better than others.
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Conference papers on the topic "Buildings, structures, etc – History"

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Forasassi, G., and R. Lo Frano. "Seismic Analysis Approach Applied to a Small Size Next Generation Nuclear Reactor." In 16th International Conference on Nuclear Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/icone16-48146.

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The aim of the paper is to evaluate the behaviour of a Near Term nuclear energy system example with reference to IRIS (International Reactor Innovative and Safety) project. As it is well known the development of new and future-generation nuclear power plant (Gen IV NPP) is strictly related to the sustainability, safety and reliability as well as to the proliferation resistance. In this paper, the safety aspects related to the effects of a severe earthquake (Safe Shutdown Earthquake) as well as to the induced loads are treated by means the Substructure and Time History Approaches, assuming a fr
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Menouer, Ouassila. "Le projet de restauration de Bordj Istanbul, à Alger." In FORTMED2020 - Defensive Architecture of the Mediterranean. Universitat Politàcnica de València, 2020. http://dx.doi.org/10.4995/fortmed2020.2020.11386.

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Restoration of the Bordj Istanbul fort in Algiers Throughout history, Algerian coastal towns have been subject to various threats by sea, which has resulted in different types of fortification works. Their variety depended on their period of construction, the materials used and the genius of the place. In Algiers, these structures of fortifications vary between fortified castle, ramparts, watchtowers, etc. However, this historical legacy is, day after day, threatened with disappearance for lack of support. The Bordj Istanbul, or Turkish fort, is one of the most important, in Algiers. Before th
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Sajjadian, Seyed Masoud, Laura Tupenaite, Loreta Kanapeckiene, Jurga Naimaviciene, Sarah Radif, and Miguel Amado. "High rise buildings in Europe from energy performance perspective." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.029.

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The United States is well known for the birthplace of tall buildings in the world since the nineteenth century. The trend continued across all continents and in 1940, Europe developed its first tall building of over 100 meters in Genoa, Italy. Building codes, technological development, energy crisis, etc. have all influenced the built environment in different ways, a very visible sign of such impacts can be seen in high rise buildings not only on their architectural style but also on their performance. Different studies worldwide investigate energy performance of modern high-rise buildings; ho
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Biliszczuk, J., P. Hawryszkow, R. Toczkiewicz, and K. Żółtowski. "Outstanding Civil Engineering Structures Built in Poland." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0026.

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&lt;p&gt;The development of civil engineering in Poland over 1000 years was discussed. Particular attention was paid to outstanding innovative constructions created after World War II. Innovative buildings, halls, stadiums, masts, high-rises and bridges were presented. It was in Poland where the first welded steel road bridge in Europe and the highest mast in the world were built. Europe's largest extradosed and innovative arched and composite bridges have been built recently.&lt;/p&gt;
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Patricio González, C., M. B. Caro Tinoco, K. S. Mac Gairbheith, and I. Pajares Sánchez. "3D Digital non destructive virtual testing in the areas of energy use, lighting quality, ventilation, etc, in the Mosque-Cathedral of Cordoba. Spain." In REHAB 2014 - International Conference on Preservation, Maintenance and Rehabilitation of Historical Buildings and Structures. Green Lines Institute for Sustainable Development, 2014. http://dx.doi.org/10.14575/gl/rehab2014/097.

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Liew, Richard JY, Z. Dai, and Yie Sue Chau. "Steel Concrete Composite Systems for Modular Construction of High-rise Buildings." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7220.

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Modular construction has gained popularity and attention particularly in low-rise building lately due to its numerous advantages: faster construction speed, better quality control, reduction in work force and construction waste, etc. This innovative technology promotes off-site manufacturing of modular units and on-site assembly, improving the construction efficiency and productivity. However, modular construction is not commonly used in high-rise buildings because of the joints’ flexibility as well as manufacturing and construction tolerance, which have significant impact on the overall stabi
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Matos, José, Anders Solgaard, Poul Linneberg, et al. "Life Cycle Cost Management of Concrete Structures." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.130.

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Tools, guidelines and standards for assessment of Life Cycle Cost (LCC) of built environment e.g. buildings, infrastructure assets etc. have gained impact over the past years. Owner and operator application of tools, guidelines and standards enhances optimization of operation and maintenance with due respect to their budgets. In order to aid owners, operators and their designers, a task group under fib has been established to prepare a state-of-the-art report regarding LCC analyses of concrete assets. The state-of-the-art report contains a description of existing LCC standards and guidelines,
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Deng, Xiaoxiao, Dihao Zhang, and Shuang Yang. "Revitalizing historic urban quarters by Cityscape-control plan The case of Xi’an, China." In 55th ISOCARP World Planning Congress, Beyond Metropolis, Jakarta-Bogor, Indonesia. ISOCARP, 2019. http://dx.doi.org/10.47472/dnrt1591.

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In globalization ear, a large number of cities around the world are losing their features with the impact of powerful alien culture. Furthermore, China has been experiencing rapid urbanization. Full speed construction calls for the standardization instead of the uniqueness, which have brought threat to characteristics of cities. Homogeneous images of cities can be seen everywhere. Local cityscape, as the identity of the indigenous culture, is becoming increasingly scarce resource and competitive power for city in the field of global competition. Cities in China, who have realized the importanc
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Ceravolo, R. "Condition Assessment, Monitoring and Preservation of Some Iconic Concrete Structures of the 20th Century." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0054.

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&lt;p&gt;Great architects and structural engineers such as Berg (1870-1947), Maillart (1872-1940), Freyssinet (1879- 1962), Torroja (1899 -1961), Nervi (1891-1979), Candela (1910-1997), Isler (1926-2009) and many others have designed recognized works of art in their discipline. They conceived extraordinary concrete spatial structures, that are located mostly in Europe and represent a unique legacy. It is important to raise awareness of this heritage, define the criteria for preserving it and begin the process of its renovation and rehabilitation.&lt;/p&gt; &lt;p&gt;While concrete has become a
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Katona, Tama´s, Sa´ndor Ra´tkai, Pe´ter Go˝si, and Istva´n Mo´ga. "Assessment and Management of Ageing of Civil Structures of Paks NPP." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77911.

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Ageing management review is an essential element of the licence renewal process. Proper ageing management has to ensure that ageing effects will be discovered and handled before the loss of the intended functions of the structures. This practice, the most important and the most frequent degradation mechanisms and effects with the involved concrete structures and structural elements, are presented and summarised in this paper. Two types of ageing management programmes are applied at Paks NPP. Programmes “A” are related to the different structural elements of the buildings or to typical ageing p
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Reports on the topic "Buildings, structures, etc – History"

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Michalak, Julia, Josh Lawler, John Gross, and Caitlin Littlefield. A strategic analysis of climate vulnerability of national park resources and values. National Park Service, 2021. http://dx.doi.org/10.36967/nrr-2287214.

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The U.S. national parks have experienced significant climate-change impacts and rapid, on-going changes are expected to continue. Despite the significant climate-change vulnerabilities facing parks, relatively few parks have conducted comprehensive climate-change vulnerability assessments, defined as assessments that synthesize vulnerability information from a wide range of sources, identify key climate-change impacts, and prioritize vulnerable park resources (Michalak et al. In review). In recognition that funding and planning capacity is limited, this project was initiated to identify geogra
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Vargas-Herrera, Hernando, Juan Jose Ospina-Tejeiro, Carlos Alfonso Huertas-Campos, et al. Monetary Policy Report - April de 2021. Banco de la República de Colombia, 2021. http://dx.doi.org/10.32468/inf-pol-mont-eng.tr2-2021.

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1.1 Macroeconomic summary Economic recovery has consistently outperformed the technical staff’s expectations following a steep decline in activity in the second quarter of 2020. At the same time, total and core inflation rates have fallen and remain at low levels, suggesting that a significant element of the reactivation of Colombia’s economy has been related to recovery in potential GDP. This would support the technical staff’s diagnosis of weak aggregate demand and ample excess capacity. The most recently available data on 2020 growth suggests a contraction in economic activity of 6.8%, lowe
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