Relevant bibliographies by topics / Load-bearing structure

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Load-bearing structure'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Load-bearing structure"

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Vojtekova, Eva. "Load Bearing Structures of Glass Single-Storey Buildings." Applied Mechanics and Materials 820 (January 2016): 39–44. http://dx.doi.org/10.4028/www.scientific.net/amm.820.39.

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Since the period of application curtain wall on skeleton buildings, small single–storey buildings are the great topic for architects. By various means architects have effort to create an impression of floating roof structure, or an illusion of levitating roof over the country. The effect of transparent space, overlapping interior and exterior, is possible to achieve by use of various structural schemes and materials of support structure. Nowadays single-storey transparent buildings are regarded as a phenomenon, which presents progress in architecture from the point of dematerialization of support structures and details of secondary transparent structures. Glass is in contemporary transparent curtain walls used not only as a material of the building skin, but also as the material of the support structure in various structural elements within hierarchy of the load bearing structure. Flat glass sheets forming the building skin could be within the suitable chosen shape of enclosed envelope also load bearing structure.
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Toh, William, Yee Ling Yap, Rahul Koneru, Nur Adilah Plemping, Chin Mian Lim, Kirk Ming Yeoh, Jia Shing Lee, Rongming Lin, and Teng Yong Ng. "An investigation on internal lightweight load bearing structures." International Journal of Computational Materials Science and Engineering 07, no. 04 (December 2018): 1850025. http://dx.doi.org/10.1142/s2047684118500252.

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This paper investigates the differences in structural response of lightweight internal structures using finite element (FE) simulation to provide quantitative comparison of the advantages of each type of structure. Various configurations, corresponding to different amounts of weight savings, were studied under distributed pressure loading and bending moment loading conditions. It was found that for configurations with less weight savings, the kagome possesses better performance than the honeycomb structure. However, as the amount of weight savings increases, the trend was observed to be reversed, with the honeycomb structure providing much better performance than the kagome structure. In general, it was shown that the honeycomb structure possesses better performance than the kagome structure under cantilever loading conditions.
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Feng, H., L. Zu, Y. Zhang, Y. Ou, Y. Liang, and J. Han. "The Structure Optimization of Test-Bed for Load Bearing Performance of Harmonic Gear Drive." International Journal of Computer Theory and Engineering 8, no. 6 (December 2016): 517–20. http://dx.doi.org/10.7763/ijcte.2016.v8.1099.

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Huang, Qunyi, John Orr, Yanxia Huang, Feng Xiong, and Hongyu Jia. "Seismic performance of a load-bearing prefabricated composite wall panel structure for residential construction." Advances in Structural Engineering 23, no. 13 (June 6, 2020): 2928–41. http://dx.doi.org/10.1177/1369433220927257.

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To improve both seismic performance and thermal insulation of low-rise housing in rural areas of China, this study proposes a load-bearing prefabricated composite wall panel structure that achieves appropriate seismic performance and energy efficiency using field-assembled load-bearing prefabricated composite wall panels. A 1:2 scale prototype built using load-bearing prefabricated composite wall panel is subjected to quasi-static testing so as to obtain damage characteristics, load-bearing capacity and load–displacement curves in response to a simulated earthquake. As a result, seismic performance indicators of load-bearing capacity, deformation and energy-dissipating characteristics, are assessed against the corresponding seismic design requirements for rural building structures of China. Experimental results indicate that the earthquake-resistant capacity of the prototype is 68% higher than the design value. The sample has a ductility factor of 4.7, which meets the seismic performance requirement mandating that the ductility factor of such concrete structures should exceed 3. The design can be further optimized to save the consumption of material. This shows that the load-bearing prefabricated composite wall panel structure developed here has decent load-bearing capacity, ductility and energy dissipation abilities, a combination of which is in line with the seismic design code. A new construction process proposed here based on factory prefabrication and field assembly leads to a considerable reduction of energy consumption.
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Stupishin, Yulianovich, Vasilyevich Masalov, and Feodor Altukhov. "Remote surveillance of shell structure load-bearing capacity." Istrazivanja i projektovanja za privredu 15, no. 3 (2017): 350–55. http://dx.doi.org/10.5937/jaes15-14655.

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Palacz, Przemysław, and Maciej Major. "Analysis of the skeleton tension structure as the load-bearing structure of a one-nave hall." E3S Web of Conferences 281 (2021): 01025. http://dx.doi.org/10.1051/e3sconf/202128101025.

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In designing cubature buildings, an important stage is the selection of an appropriate construction solution, depending on the intended use and location of the designed building. When selecting the load-bearing structures, the designers strive to ensure that the structure weighs as little as possible, while meeting the strength conditions and ensuring the safe operation of the building. The article compares the load-bearing systems of the steel structure of a one-nave hall due to the economy of execution and meeting the ULS and SLS conditions. The analysis was carried out on four types of transverse system, including three frame systems with tendons and for a frame system with a lattice transom of the “N” type. Static calculations as well as dimensioning and optimization of the transverse load-bearing structures were performed in RFEM program, modelling the hall structure in 3D.
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Fomin, Oleksij, Alyona Lovska, Dmytro Ivanchenko, Sergii Zinchenko, and Václav Píštěk. "STUDY OF LOADING OF THE LOAD-BEARING STRUCTURE OF HOPPER WAGONS ON Y25 BOGIES." EUREKA: Physics and Engineering, no. 2 (March 29, 2021): 32–41. http://dx.doi.org/10.21303/2461-4262.2021.001686.

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To increase the efficiency of using railway transport, the possibility of using new designs of bogies, for example, Y25 under "wide gauge" wagons was considered. In order to substantiate the proposed solution, mathematical modeling of the dynamic loading of the hopper wagon Y25 bogies was carried out. A hopper wagon for the transportation of pellets and hot sinter model 20-9749 built by the State Enterprise "Ukrspetsvagon" (Ukraine) was chosen as a prototype. The simulation results showed that the use of Y25 bogies for hopper wagons allows to reduce the acceleration of its load-bearing structure, in comparison with the use of conventional 18100 bogies, by 36 %. Other performance indicators are also significantly improved. The use of Y25 bogies for hopper wagons with actual parameters allows to reduce the acceleration of its load-bearing structure, in comparison with the use of conventional 18100 bogies, by 28 %. The determination of the main indicators of the strength of the bearing structure of the hopper wagon Y25 bogie was carried out. The calculation was carried out in the SolidWorks Simulation software package (CosmosWorks), (France), which implements the finite element method. The calculations showed that the maximum equivalent stresses in the load-bearing structure of a hopper wagon with nominal parameters are 17 % lower than the stress acting in the load-bearing structure of a wagon on bogies 18–100 V of the load-bearing structure of a hopper wagon with actual parameters, the maximum equivalent stresses are 12 % lower per voltage in the load-bearing structure on bogies 18100. The conducted research will help to reduce the load on the load-bearing structures of hopper wagons in operation, improve the dynamics and strength indicators, as well as their service life
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Qin, Wang, Zhang, Guan, Zhang, and Xu. "Occurrence Characteristic and Mining Technology of Ultra-thick Coal Seam in Xinjiang, China." Sustainability 11, no. 22 (November 17, 2019): 6470. http://dx.doi.org/10.3390/su11226470.

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The scientific and efficient mining of ultra-thick coal seam in Xinjiang, China is faced with the problems of low exploration level and lack of theoretical research on underground mining. This paper studied occurrence characteristic of ultra-thick coal seams in Xinjiang, using field investigation and drilling exploration. Based on the variation law of support load under different roof bearing structure form and development height in multi-layer mining, classification method and mining technology selection of ultra-thick coal seam were put forward. The results indicate that: 1) The ultra-thick coal seams in Xinjiang have a distribution characteristic of more north and less south, more east and less west, mainly concentrate in East Junggar and Turpan-Harmi coalfields. The form of the ultra-thick coal seam has the remarkable characteristic of coal seams merging and bifurcating. 2) The mechanical model of the relationship between the support and surrounding rock under different roof bearing structures is established. At the early stage of multi-layer mining, the support load includes the load caused by rotary subsidence of the blocks that formed the near-stope roof bearing structure and the gravity load of rock blocks under roof bearing structure. At the later stage, the support load is mainly gravity load of loose blocks below the far-stope roof bearing structure. 3) According the roof bearing structure form, ultra-thick coal seam can be divided into three types: no stable bearing structure, (higher) beam bearing structure and arch bearing structure. In order to ensure the stability of near-stope roof bearing structure, backfill mining, longwall mining, and longwall mining early and backfill mining later should be adopted in three types ultra-thick coal seams mining respectively.
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Onopiuk, Sławomir, and Adam Stolarski. "Analysis of load bearing structure of selected hall buildings." MATEC Web of Conferences 284 (2019): 09005. http://dx.doi.org/10.1051/matecconf/201928409005.

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In this paper the issues associated with correct design of hall buildings has been presented. Large span roof structures require a particularly careful approach to design issues. In this paper examples of two building hall were presented. In the first example, the construction disaster occurred, while in the second of presented buildings due to the changes introduced while construction has been protected against such disaster. The first of the analyzed cause concerns storage hall, whose roof structure has been destroyed due to heavy rainfall. The main cause of this disaster was the malfunction of vacuum roof drainage system compounded by a number of design errors. Mentioned errors were not eliminated, during construction, despite the additional investor supervision, which was independent of parties involved in a construction process. The second case concerns the structure of a sports hall, which was built next to the existing school. Under construction of the hall building, the contractor and the supervision inspector, in conjunction with the designer, introduced a number of modifications of the structure to prevent the disaster. These modifications were a direct result of errors at the design stage, which were eliminated under the construction works. Based on analyzed cases, the scope of diagnostics, which should be performed during the operation of hall buildings with large roof areas, was determined.
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Johnston, William, Pulitha Godakawela Kankanamalage, and Bhisham Sharma. "3D printed multifunctional, load-bearing, low-frequency sound absorbers." INTER-NOISE and NOISE-CON Congress and Conference Proceedings 263, no. 1 (August 1, 2021): 5605–10. http://dx.doi.org/10.3397/in-2021-3177.

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Cellular porous materials are an attractive choice for lightweight structural design. However, though their open porous architecture is ideally suited for multifunctional applications, their use is typically limited by the pore sizes achievable by traditional as well as advanced fabrication processes. Here, we present an alternative route towards overcoming this pore size limitation by leveraging our recent success in printing fibrous structures. This is achieved by superimposing a fibrous network on a load-bearing, open-celled porous architecture. The multifunctional structure is 3D printed using a novel technique that enables us to simultaneously print a load-bearing scaffold and the necessary fibrous network. The acoustic properties of the printed structures are tested using a normal-incidence impedance tube method. Our results show that such structures can provide very high absorption at low frequencies while retaining the mechanical performance of the underlying architected structure.
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Dissertations / Theses on the topic "Load-bearing structure"

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Gehb, Christopher Maximilian [Verfasser], Tobias [Akademischer Betreuer] Melz, and Eckhard [Akademischer Betreuer] Kirchner. "Uncertainty evaluation of semi-active load redistribution in a mechanical load-bearing structure / Christopher Maximilian Gehb ; Tobias Melz, Eckhard Kirchner." Darmstadt : Universitäts- und Landesbibliothek Darmstadt, 2019. http://d-nb.info/1202112374/34.

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Návarová, Michaela. "Nosná konstrukce montovaného bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227700.

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The subject of this thesis is the static design of load bearing structure of a flat-building. The flat-building is designed as a two-floors building with cock-loft. The ground plan of the house is 15,04 x 16,74 m, the height is 9,25 m. The house is considered as II. snow area and II. wind area. The load bearing structure is designed in two variations. In first variation is designed load baering structure of the house by steel thin-walled sections, in second variation is designed by timber sections. In both variations load bearing structures is made of columns, garlands, ceiling beams and roof truss.
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Horský, Vojtěch. "Přístřešek restaurace s tanečním parketem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265308.

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In my diploma thesis I designed 2 options for an arch roofing of place for dancing next to the restaurant in Dolní Jablonná. The first solution was designed as a timber structure with internal supporting arch from glue laminated timber. The second solution was designed as a two pin-supported steel beam. These variants were predesigned and as the final solution was chosen the timber structure. I designed a rafter, a glue laminated arch, a purlin, an anchorage and field joints. The thesis is including drawings of the layout design, details and anchorage plans.
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Hanáčík, Jan. "Rozhledna Vršek nad Zlínem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227754.

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This thesis deals with the design and assessment of the load-bearing structure of the lookout tower. The tower is 37.45 m high with the layout in the shape of a regular octagon. The object is located within the city of Zlín. The project is provisionally drawn in two variants. Hand-static calculation, drawings and engineering report is processed only for one variant. The variants differ in the structure of staircase. The thesis is drawn up pursuant to the standards of ČSN EN.
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Martínek, David. "Nosná konstrukce polyfunkčního domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372151.

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Master´s thesis is based on analysis and design of a load-bearing structure of multifunctional house. The main load-bearing elements in the vertical direction are the monolithic reinforced walls and the main load-bearing elements in the horizontal direction are monolithic reinforced concrete plates. The connection of individual floors is made of monolithic reinforced concrete staircases. The foundation of the building is realized through a system of strips foundation. Design drawings are made to selected elements of the structure.
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Zouharová, Ivana. "Budova Muzea." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226058.

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Object of this master´s thesis is design of supporting steel structure for museum. Ground plan of building is T letter shape. The longest ground plan dimension is 60m. Height of partial sections is different. Maximum height is 12,2m. All sections of construction consist of similar structure system. Construction of roof consists of arched girders. Purlines are embedded on girders. Girders are held by columns. Stability of the structure is provided under system of bracing. The structure is designed for the locality of Brno.
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Škatula, Václav. "Hangár." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265485.

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The final thesis is focused on a project of a load bearing structure of a aircraft maintenance hangar that has a rectangular ground plan 60,0x120,0 m and includes suspended mobile hoist of loading capacity 5,0t. The object is situated in the airport area of Ostrava Mošnov. The task provides two versions of design. The first version consists of eleven traverse joining beams witch are distanced twelve meters from each other. The second version consists of thirteen traverse joining beams witch are distanced ten meters from each other. The thesis focuses on the load pressure of the steel construction, the main emphasis being placed on the single structural components and assembling components. The calculation meet the standards of ČSN EN.
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Kopal, Marek. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372263.

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By submitting my thesis I designed three variants of the steel construction of the motor show. The ground dimensions of the entire structure are 56 x 40 m. The building eaches a height of 21 m above the surrounding terrain. The object is the administrative part of the rectangular ground plan and the exhibition space of the perimeter ground plan. The circular part is a covered dome. Variants differ in design of the radial arc cross section in the dome cover. Part of the main structural elements. The winning variant includes a solution of selected details elaboration of detailed drawings of solved connections and creation of workshop documentation of the selected work.
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Perhalová, Anna. "Víceúčelový objekt v Plzni." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372052.

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The subject of this diploma thesis is design and static assessment of timber load bearing structure of multipurpose building in Plzeň. It is cupola consited of two radial curved ribs above a triangle ground plan with one oval edge. I got this shape by cutting the cupola vertically on these two triangle edges and that created two walls of the construction. The largest ground plan dimension of load bearing structure is 54,4 meters and the maximum height is +18,0 meters. The design is processed in two various drafts.
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Komárek, Ondřej. "Rozhledna v Brně Kohoutovicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392064.

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The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.
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Books on the topic "Load-bearing structure"

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Load bearing system. Basel: Birkhäuser, 2007.

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Eschenauer, Hans. Applied structural mechanics: Fundamentals of elasticity, load-bearing structures, structural optimization : including exercises. Berlin: Springer, 1997.

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Horváth, Z. Kálmán. The selection of load-bearing structures for buildings. Amsterdam: Elsevier, 1986.

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The selection of load-bearing structures for buildings. Amsterdam: Elsevier, 1986.

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SetkovSerbin, Evgeniy. Building structures. Calculation and design. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1030129.

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The textbook outlines the basics of designing and calculating the simplest and most widely used load-bearing structures in construction practice. Meets the requirements of the federal state educational standards of secondary vocational education of the latest generation. It is intended for students and teachers of construction colleges and technical schools, as well as other secondary vocational educational institutions that train specialists in construction specialties, primarily in the specialty 08.02.01 "Construction and operation of buildings and structures" with all its specializations of the basic level. It may be of interest to students of higher education, where the discipline "Building structures" is included in the curriculum, but is not a profile. It can be useful for construction technicians engaged in production activities or design work in the field of new construction or reconstruction in the housing and communal complex, especially in small businesses.
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National Conference on the Use of Composite Materials in Load-bearing Marine Structures (1991 Arlington, Va.). National conference on the use of composite materials in load-bearing marine structures: 25-26 September 1990. Washington, DC: National Academy Press, 1991.

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Ramberger, Günter. Structural bearings and expansion joints for bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2002. http://dx.doi.org/10.2749/sed006.

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<p>Bridge superstructures have to be designed to permit thermal and live load strains to occur without unintended restraints. Bridge bearings have to transfer forces from the superstructure to the substructure, allowing all movements in directions defined by the designer. The two functions -transfer the loads and allow movements only in the required directions for a long service time with little maintenance - are not so easy to fulfil. Differ­ent bearings for different purposes and requirements have been developed so, that the bridge designer can choose the most suitable bearing.</p> <p>By the movement of a bridge, gaps are necessary between superstructure and substructure. Expansion joints fill the gaps, allowing traffic loads tobe carried and allowing all expected displacements with low resistance. Ex­pansion joints should provide a smooth transition, avoid noise emission as far as possible and withstand all mechanical actions and chemical attacks (de-icing) for a long time. A simple exchange of all wearing parts and of the entire expansion joint should be possible.</p> <p>The present volume provides a comprehensive survey of arrangement, construction and installation of bearings and expansion joints for bridges including calculation of bearing reactions and movements, analysis and design, inspection and maintenance. A long list of references deals with the subjects but also with aspects in the vicinity of bearings and expansion joints.</p> <p>This book is aimed at both students and practising engineers, working in the field of bridge design, construction, analysis, inspection, maintenance and repair.</p>
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Szabó, Bálint. Dicționar ilustrat de intervenții la structuri portante istorice: Illustrated dictionary of intervention on historic load-bearing structures = Történeti tartószerkezeti beavatkozások illusztrált szakszótára = Bildworterbuch der Eingriffe in historische Tragwerke. Cluj-Napoca: Utilitas, 2008.

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Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1000210.

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The main purpose of the textbook is to acquaint students and engineers with the principles of design and construction of buildings and structures in seismic areas. The tutorial sets out the basic principles of design and construction of frame, large-panel buildings, buildings with load-bearing walls made of small-piece stones and large blocks, buildings made of local materials, frameless buildings made of monolithic reinforced concrete. The design requirements for buildings in earthquake-prone areas are described, and the main requirements for the production of works and implementation of anti-seismic measures during construction are outlined. Architectural, construction, design and technological aspects of construction in seismic areas are revealed. Meets the requirements of Federal state educational standards of higher education of the latest generation. It is intended for students studying in the areas of training 08.03.01 and 08.04.01 "Construction" in the following disciplines: "Design, construction and operation of buildings in seismic areas", "Theory and design of buildings and structures in seismic areas".
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Schnell, Walter, Niels Olhoff, and Hans Eschenauer. Applied Structural Mechanics: Fundamentals of Elasticity, Load-Bearing Structures, Structural Optimization. Springer, 1996.

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Book chapters on the topic "Load-bearing structure"

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Negahi Shirazi, Ali, Wojciech Chrzanowski, Ali Khademhosseini, and Fariba Dehghani. "Anterior Cruciate Ligament: Structure, Injuries and Regenerative Treatments." In Engineering Mineralized and Load Bearing Tissues, 161–86. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-22345-2_10.

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Zhao, Pengbing, Jin Huang, Yupeng Yang, Jianjun Wang, and Fanbo Meng. "3D Printing Technology of the Conformal Load Bearing Antenna Structure." In Lecture Notes in Electrical Engineering, 839–47. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9437-0_86.

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Bourlotos, Gregor, and Maria Boştenaru Dan. "Building Survey System for the Representation of the Load-Bearing Structure." In Space and Time Visualisation, 207–31. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24942-1_13.

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Salerno, Ginevra, Francesca Geremia, Enrico Pagano, Michele Zampilli, Nicola Ruggieri, and Stefania Stellacci. "The Masonry Timber Framed Load Bearing Structure of “Baraccato” System: A Numerical Model." In Lecture Notes in Civil Engineering, 205–13. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-39492-3_17.

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Ruggieri, Nicola, Francesca Geremia, Enrico Pagano, Ginevra Salerno, Stefania Stellacci, and Michele Zampilli. "The Masonry Timber Framed Load Bearing Structure of the Palazzo Vescovile in Mileto (Italy)." In Lecture Notes in Civil Engineering, 135–45. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-39492-3_11.

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Sosnowski, Michał, and Wojciech Skarka. "Optimization of a Composite Beam-Based Load Bearing Structure, for an Ultra-Efficient Electric Vehicle." In EngOpt 2018 Proceedings of the 6th International Conference on Engineering Optimization, 1073–82. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97773-7_93.

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Maślak, Mariusz. "Critical Temperature Evaluation for Steel Load-Bearing Structure Exposed to Fire by Means of Probability-Based Approach." In Design, Fabrication and Economy of Metal Structures, 389–94. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_59.

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Gehb, Christopher M., Roland Platz, and Tobias Melz. "Global Load Path Adaption in a Simple Kinematic Load-Bearing Structure to Compensate Uncertainty of Misalignment Due to Changing Stiffness Conditions of the Structure’s Supports." In Model Validation and Uncertainty Quantification, Volume 3, 133–44. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-54858-6_14.

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Antipin, D. Ya, V. V. Kobishanov, and A. S. Mitrakov. "Forecasting of Life Service of Hopper Car Body Load-Bearing Structure on Basis of Mathematical Modeling Methods." In Lecture Notes in Mechanical Engineering, 677–85. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22041-9_73.

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Bera, Madhab, Pragya Gupta, and Pradip K. Maji. "Structural/Load-Bearing Characteristics of Polymer–Carbon Composites." In Springer Series on Polymer and Composite Materials, 457–502. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2688-2_13.

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Conference papers on the topic "Load-bearing structure"

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Udd, Eric, Whitten L. Schulz, John M. Seim, Kelli Corona-Bittick, Jim Dorr, Kerry T. Slattery, Harold M. Laylor, and Galen E. McGill. "Fiber optic smart bearing load structure." In Nondestructive Evaluation Techniques for Aging Infrastructures & Manufacturing, edited by Steven B. Chase. SPIE, 1999. http://dx.doi.org/10.1117/12.339933.

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Bartley-Cho, Jonathan, Allen Lockyer, Kevin Alt, Daniel Coughlin, Jayanth Kudva, and Jim Tuss. "Development and testing of a conformal load-bearing smart skin antenna structure." In 40th Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1999. http://dx.doi.org/10.2514/6.1999-1515.

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Gotman, Irena, Asaph Zaretzky, Sergey G. Psakhie, and Elazar Y. Gutmanas. "Effect of a novel load-bearing trabecular Nitinol scaffold on rabbit radius bone regeneration." In ADVANCED MATERIALS WITH HIERARCHICAL STRUCTURE FOR NEW TECHNOLOGIES AND RELIABLE STRUCTURES. AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4932933.

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Dai, Fuhong, and Shanyi Du. "Analysis of the Mechanical and Electrical Performance of Conformal Load-Bearing Antenna Structure." In ASME 2010 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2010. http://dx.doi.org/10.1115/smasis2010-3625.

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A Conformal Load-bearing Antenna Structure (CLAS) of the honeycomb sandwich structures embedded with the micro-strip antenna is designed. The mechanical and electrical performances of the CLAS are analyzed with the use of finite element method. The electrical performance of CLAS including loss and gain are calculated. The structural deformation is predicted using finite element method. The results of three-point bending test are compared with those of finite element method. A good agreement is showed. The variations of structural-load-carrying capacity for different honeycomb thickness are evaluated by the finite element method. The influence of honeycomb thickness on the electrical performance of CLAS is analyzed. Finally, the integrated relation curves including mechanical and electrical performance are obtained.
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Andrianov, V., A. Luppov, S. Yashuk, Mohamed S. El-Genk, and Mark D. Hoover. "Modeling the Load-Bearing Structure of the TOPAZ II Reactor Unit." In SPACE NUCLEAR POWER AND PROPULSION: Eleventh Symposium. AIP, 1994. http://dx.doi.org/10.1063/1.2950127.

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Ghorbani, Kamran. "Conformal load bearing antenna structure using Carbon Fibre Reinforced Polymer (CFRP)." In 2014 International Workshop on Antenna Technology: "Small Antennas, Novel EM Structures and Materials, and Applications" (iWAT). IEEE, 2014. http://dx.doi.org/10.1109/iwat.2014.6958612.

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Baron, William, and David Zeppettella. "Multifunctional Airframe Structure for Energy Storage Using a Load Bearing Coaxial Capacitor." In ASME 2008 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2008. http://dx.doi.org/10.1115/smasis2008-435.

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Future directed energy systems may offer affordable, sustainable and scalable application of force to support emerging airborne missions with minimal collateral damage. These systems largely depend on the development of capacitors that can be used in pulse forming networks (PFNs) and/or Marx bank configurations for the conversion of available prime electrical energy into the necessary short and very fast pulses of energy needed to energize military device loads. Such loads may be lasers, electromagnetic guns/launchers, high power microwaves, etc. Compact, lightweight, low cost, pulse power capacitor devices are a necessity for airborne applications and space-borne systems. This paper will discuss research aspects of an innovative concept to integrate an energy storage function into load bearing airframe structure, in order to eliminate much of the parasitic weight associated with conventional pulse power systems. Current high energy capacitors can weigh in the thousands of pounds as shown in Figure 1. For an airborne application this can have a significant effect on the size and take off gross weight of the aircraft. If small aircraft will be used in future directed energy systems, significant improvements in weight efficiency are necessary. Structural capacitor implies that the aircraft/spacecraft structure carries load and also provides a means of maintaining capacitive charge for energy storage and power conditioning in a variety of applications, both pulsed and continuous. The specific objective of this effort is to demonstrate feasibility of a plausible design concept, by conducting a series of experimental trials to characterize the structural and electrical efficiency of the concept.
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Radics, Janos P., and Levente Szeles. "Investigating The Load-Bearing Capacity Of Additively Manufactured Lattice Structures." In 35th ECMS International Conference on Modelling and Simulation. ECMS, 2021. http://dx.doi.org/10.7148/2021-0133.

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Additive manufacturing provides unprecedented design freedom from the product’s external appearance to the internal structure. Additively manufactured parts, objects can be designed with cellular lattice structures as infills. The application of lattice structures can reduce the required amount of material and desired properties can be assigned to certain objects. There are several different lattice structures each with its own unique, exclusive property or properties. In this study a wide spectrum of so called ‘auxetic’ and standard lattice structures will be compared using finite element method and compression laboratory tests. The considered auxetic and non-auxetic cellular structures are based on the result of other researches. Along with the aforementioned existing lattices several new structures were proposed. Nine distinct additively manufactured specimens were compared.
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Tomko, M., R. Soltys, and I. Demjan. "Reduction of ceiling vibrations by stiffness modification of a load-bearing structure." In The 2nd International Conference on Engineering Sciences and Technologies. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315393827-50.

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Kim, Tae Ho, Anthony W. Breedlove, and Luis San Andre´s. "Characterization of Foil Bearing Structure for Increasing Shaft Temperatures: Part I—Static Load Performance." In ASME Turbo Expo 2008: Power for Land, Sea, and Air. ASMEDC, 2008. http://dx.doi.org/10.1115/gt2008-50567.

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Oil-free turbomachinery relies on gas bearing supports for reduced power losses and enhanced rotordynamic stability. Gas foil bearings (GFBs) with bump-strip compliant layers can sustain large loads, static and dynamic, and provide damping to reduce shaft vibrations. The ultimate load capacity of GFBs depends on the material properties and configuration of the underlying bump strips structure. In high temperature applications thermal effects changing operating clearances and material properties can affect considerably the performance of the FB structure. The paper presents experiments conducted to estimate the nonlinear structural stiffness of a test FB for increasing shaft temperatures. A 38.17 mm inner diameter FB is mounted on a non-rotating hollow shaft affixed to a rigid structure. A cartridge heater inserted into the shaft provides a controllable heat source and thermocouples record temperatures on the shaft and FB housing. For increasing shaft temperatures (up to 188°C) a static load (ranging from 0 N to 133 N) is applied to the bearing and the deflection recorded. Load versus deflection tests render the FB static structural stiffness coefficient. In the test configuration, thermal expansion of the FB housing, larger than that of the shaft, nets a significant increase in bearing radial clearance which produces a significant reduction in the foil bearing structural stiffness. A simple physical model assembling individual bump stiffnesses predicts well the measured FB structural stiffness when accounting for variations with temperature of the bump elastic modulus and the actual radial clearance affected by the thermal growth of the shaft and bearing cartridge. Further tests identifying the FB structure dynamic stiffness and its equivalent viscous damping follow in a companion paper (Part II) for a similar range of shaft temperatures.
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Reports on the topic "Load-bearing structure"

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Prakash, Vikas, Mike Bifano, and Pankaj Kaul. Carbon-Nanotube-Based Epoxy Matrix Thermal Interface Materials for Thermal Management in Load Bearing Aerospace Structures. Fort Belvoir, VA: Defense Technical Information Center, January 2012. http://dx.doi.org/10.21236/ada564111.

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Rollett, A. D., and A. R. Ingraffea. Prognosis of Long-Term Load-Bearing Capability in Aerospace Structures: Quantification of Microstructurally Short Crack Growth. Fort Belvoir, VA: Defense Technical Information Center, July 2013. http://dx.doi.org/10.21236/ada588099.

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Bishop, Nicholas A., Mohammod Ali, Jason Miller, David L. Zeppettella, William Baron, and James Tuss. A Broadband High-Gain Bi-Layer Log-Periodic Dipole Array (LPDA) for Ultra High Frequency (UHF) Conformal Load Bearing Antenna Structures (CLAS) Applications. Fort Belvoir, VA: Defense Technical Information Center, August 2014. http://dx.doi.org/10.21236/ada609576.

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