Relevant bibliographies by topics / Geodesic dome

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
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Academic literature on the topic 'Geodesic dome'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Geodesic dome"

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Zu, Lei, Qin Xiang He, and Jun Ping Shi. "Semi-Geodesics-Based Dome Design for Filament Wound Composite Pressure Vessels." Applied Mechanics and Materials 275-277 (January 2013): 1601–4. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1601.

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In this paper we apply semi-geodesic trajectories to the creation of isotensoid domes for filament wound pressure vessels. The governing equations for the determination of the meridian shapes and related winding angle distributions of domes are derived using the netting analysis and the semi-geodesic winding law. The effects of the slippage coefficient on the geometry and fiber trajectories of the domes are respectively evaluated in terms of the resulting meridional curves and fiber angles. It is revealed that the semi-geodesic angles and the dome depth have an overall decrease with increasing the slippage coefficient. The results also demonstrate that the use of semi-geodesics significantly enlarge the design space for the geometry and adapted fiber trajectories of the domes. The present method can provide a significant reference for the design and production of the domes for semi-geodesically overwound pressure vessels.
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Zu, Lei, Qin Xiang He, Jun Ping Shi, and Hui Li. "Non-Geodesic Trajectories for Filament Wound Composite Truncated Conical Domes." Applied Mechanics and Materials 281 (January 2013): 304–7. http://dx.doi.org/10.4028/www.scientific.net/amm.281.304.

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The goal of this paper is to present non-geodesic trajectories for filament wound truncated conical domes for pressure vessels. The fiber trajectories for non-geodesically overwound truncated conical shells are obtained based on differential geometry and the non-geodesic winding law. The influence of the slippage coefficient on non-geodesic trajectories is evaluated in terms of the winding angle distributions. The non-geodesic trajectories corresponding to various initial winding angles are also illustrated for the given slippage coefficient. The results show that the winding angle distribution of non-geodesics on a truncated conical dome has an overall increase with the increase of the slippage coefficient or the initial winding angle. The present method can provide a significant reference for developing non-geodesically overwound conical structures.
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Meilvin, Rivven, and Leo S. Tedianto. "ANALISIS PENGARUH PEMODELAN SAMBUNGAN TITIK BUHUL PADA STRUKTUR KUBAH GEODESIK." JMTS: Jurnal Mitra Teknik Sipil 4, no. 2 (May 31, 2021): 503. http://dx.doi.org/10.24912/jmts.v0i0.10725.

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The geodesic dome consists of steel rod elements joined together to form a single structure. Generally, these geodesic domes are analyzed by assuming the joints of the gusset points are joints and only receive axial forces on the rods. However, in reality, it is not easy to apply gusset joints as pure joints in construction. This research will analyze the geodesic dome by modeling the joints of the gusset points as joints where there is only axial force arising on the rods and modeling the rigid gusset points where there will also be moments and shear on the rods. The analysis will only be carried out by comparing the value of the displacement at each gusset joint modeling and checking the cross-sectional dimensions of the internal forces that arise with the help of the MIDAS GEN program in modeling the geodesic dome structure which has a diameter of 20000 mm and a height of 10000 mm with the type of steel profile. used is a pipe profile using two types of geodesic dome, namely type 2V and 3V. For loads that are calculated, namely dead load, live load, and wind load. The results showed a relatively small difference in translational displacement and the axial force was relatively the same in the internal force analysis, so it is better if the analysis by modeling the gusset connection as rigid.ABSTRAKKubah geodesik terdiri dari elemen batang baja yang disambung menjadi satu kesatuan struktur. Umumnya kubah geodesik ini dianalisis dengan menganggap sambungan titik buhulnya berupa sendi dan hanya menerima gaya aksial saja pada batang - batangnya. Namun pada kenyataannya untuk mengaplikasikan sambungan titik buhul sebagai sendi murni pada konstruksi tidaklah mudah. Penelitian ini akan menganalisis kubah geodesik dengan memodelkan sambungan titik buhulnya sebagai sendi dimana hanya ada gaya aksial saja yang timbul pada batang - batangnya dan memodelkan titik buhulnya rigid dimana akan terjadi juga momen dan geser pada batang tersebut. Analisis hanya akan dilakukan dengan membandingkan nilai dari perpindahan pada setiap pemodelan sambungan titik buhul dan pengecekan dimensi penampang terhadap gaya – gaya dalam yang timbul dengan bantuan program MIDAS GEN dalam memodelkan struktur kubah geodesik yang mempunyai diameter 20000 mm dan tinggi 10000 mm dengan jenis profil baja yang digunakan adalah profil pipa dengan menggunakan dua tipe kubah geodesik yaitu tipe 2V dan 3V. Untuk beban yang diperhitungkan yaitu beban mati, beban hidup, dan beban angin. Hasil penelitian menunjukkan nilai perbedaan yang relatif kecil pada perpindahan translasi dan diperoleh gaya aksial yang relatif sama pada analisis gaya dalam yang timbul, sehingga sebaiknya analisis dengan pemodelan sambungan titik buhul sebagai rigid.
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Pilarska, Dominika. "Octahedron-based spatial bar structures - the form of large areas covers." MATEC Web of Conferences 174 (2018): 03007. http://dx.doi.org/10.1051/matecconf/201817403007.

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The large areas covers may be designed as the spatial dome constructions where the basis of their shaping are regular polyhedra. The paper presents eight new designed spatial bar structures as geodetic domes with a span of 50 m. The basis of their shaping is the regular octahedron. This polyhedron has not been recognized in detail as the basis for geodesic domes designing. Using second method of the division of the initial equilateral triangle proposed by professor Fuliński, bar domes generated from 2904-hedron, 3456-hedron, 4056-hedron, 4704-hedron, 5400-hedron, 6144-hedron, 6936-hedron and 7776-hedron were obtained. The designed eight bar structures were subjected to thorough geometric and static analysis showing the behaviour of the geodesic bar domes generated according to the presented in the paper method of the division of original face of regular octahedron. Own formulas were developed to determine the number of nodes and bars. The designed eight bar systems in the form of geodesic domes, which the basis of shaping is regular octahedron can be used as the covers of large areas without the necessity of the internal supports usage.
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Pilarska, Dominika, and Tomasz Maleska. "Numerical Analysis of Steel Geodesic Dome under Seismic Excitations." Materials 14, no. 16 (August 10, 2021): 4493. http://dx.doi.org/10.3390/ma14164493.

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The paper presents the response of two geodesic domes under seismic excitations. The structures subjected to seismic analysis were created by two different methods of subdividing spherical triangles (the original octahedron face), as proposed by Fuliński. These structures are characterised by the similar number of elements. The structures are made of steel, which is a material that undoubtedly gives lightness to structures and allows large spans. Designing steel domes is currently a challenge for constructors, as well as architects, who take into account their aesthetic considerations. The analysis was carried out using the finite element method of the numerical program. The two designed domes were analysed using four different seismic excitations. The analysis shows what influence particular earthquakes have on the geodesic dome structures by two different methods. The study analysed the maximum displacements, axial forces, velocities, and accelerations of the designed domes. In addition, the Time History method was used for the analysis, which enabled the analysis of the structure in the time domain. The study will be helpful in designing new structures in seismic areas and in assessing the strength of various geodesic dome structures under seismic excitation.
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Shea, Kristina, and Jonathan Cagan. "Innovative dome design: Applying geodesic patterns with shape annealing." Artificial Intelligence for Engineering Design, Analysis and Manufacturing 11, no. 5 (November 1997): 379–94. http://dx.doi.org/10.1017/s0890060400003310.

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AbstractShape annealing, a computational design method applied to structural design, has been extended to the design of traditional and innovative three-dimensional domes that incorporate the design goals of efficiency, economy, utility, and elegance. In contrast to deterministic structural optimization methods, shape annealing, a stochastic method, uses lateral exploration to generate multiple designs of similar quality that form a structural language of solutions. Structural languages can serve to enhance designer creativity by presenting multiple, spatially innovative, yet functional design solutions while also providing insight into the interaction between structural form and the trade-offs involved in multi-objective design. The style of the structures within a language is a product of the shape grammar that defines the allowable structural forms and the optimization model that provides a functional measure of the generated forms to determine the desirable designs. This paper presents an application of geodesic dome patterns that have been embodied in a shape grammar to define a structural language of domes. Within this language of domes, different dome styles are generated by changing the optimization model for dome design to include the design goals of maximum enclosure space, minimum surface area, minimum number of distinct cross-sectional areas, and visual uniformity. The strengths of the method that will be shown are 1) the generation of both conventional domes similar to shape optimization results and spatially innovative domes, 2) the generation of design alternatives within a defined design style, and 3) the generation of different design styles by modifying the language semantics provided by the optimization model.
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Regester, Jeff, and Courtney McGahee. "A PVC Geodesic Dome Planetarium." Physics Teacher 57, no. 9 (December 2019): 582–85. http://dx.doi.org/10.1119/1.5135781.

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Pavlov, G. N. "Geodesic Domes Bounded by Symmetrical Mainly Hexagonal Elements." International Journal of Space Structures 9, no. 2 (June 1994): 53–66. http://dx.doi.org/10.1177/026635119400900201.

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Geodesic cutting of the “B” system, published by the author [1, 2] has one drawback, namely the existence of asymmetric elements and their mirror counterparts, which considerably increase the number of types of prefabricated members employed in dome structures. We consider here the system of subdivision where by means of assumption of a small number of types of non-plane elements it is possible to eliminate the asymmetric elements. The geometry of such cutting, called the “O” system, is very convenient for practical dome design. The author has designed and constructed many domes based on this system.
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Fernández-Serrano, Martino Peña, and José Calvo López. "Projecting Stars, Triangles and Concrete." Architectura 47, no. 1-2 (July 24, 2019): 92–114. http://dx.doi.org/10.1515/atc-2017-0006.

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AbstractSometimes scientific-technical objects can be given an extended meaning as cultural icons and be received in art and architecture. To this end, the object must be detached from its original context and viewed from different, new perspectives.In 1922 Walter Bauersfeld constructed one of the first geodesic domes for testing projection devices in Jena. Walter Gropius and Lázló Moholy-Nagy were among the first to visit the Jena Planetarium; Moholy-Nagy received the dome in his book ›Von Material zu Architektur‹. Richard Buckminster Fuller further developed Bauersfeld’s concept from the 1940s and patented the construction principle of a geodesic dome under the name ›Building Construction‹ in 1954. His patent bears resemblances to the Bauersfeld Planetarium in Jena, which can be demonstrated by manuscripts by Bauersfeld from the Zeiss Archive in Jena. Fuller, on the other hand, also used the geodesic dome to explain his theory as Synergetic. The article traces the transformation of the technical object conceived by Bauersfeld via Moholy-Nagy and Fuller into a cultural icon of the 20th century.
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Gilodo, A. Y., V. P. Kovtun, A. N. Arsirii, and A. A. Angel. "EFFECTIVE STRUCTURE OF A WOODEN RESIDENTIAL BUILDING IN THE FORM OF A GEODESIC DOME WITH A UNIVERSAL CONNECTOR." Bulletin of Odessa State Academy of Civil Engineering and Architecture, no. 82 (March 4, 2021): 19–26. http://dx.doi.org/10.31650/2415-377x-2021-82-19-26.

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Abstract. Since the middle of the twentieth century, a new architectural solution has been spherical shells broken down into elements by geodesic lines – circles with radii equal to the radius of the sphere. A geodesic dome is a dome made of a spherical polyhedron with an optimally distributed arrangement of vertices and edges tending to a perfect sphere. Using the technical capabilities of computer design, digital models of the layout and calculation of geodesic domes became available. It is possible not only to calculate multi-mesh network layouts with high accuracy, but also to automate the design. At the same time, it cannot be said that the optimal system has already been obtained and studied. The issues of optimal shaping, taking into account a simple universal connector and confirmation of theoretical results by field tests, remain not fully studied. Development of the design of a mesh wooden house in the form of a geo dome with optimal parameters of the geodetic network and nodal connections of the frame elements using a universal connector is the theme of this publication. The proposed form of division is a fullerene polyhedron describing a sphere and consisting of five and hexagonal faces. The dome polyhedron is built on the basis of the icosahedron. The number of partitions of vertices and edges that make up the split edge ‒ the frequency, is chosen equal to 3. The first class of partitioning by the "equal chords" method is adopted. The proposed universal connector for connecting parts of building structures at any angle and a method of mounting building structures using a universal connector. As a result of introduction of new technical decisions we receive essential simplification of a design, reduction of quantity of its components, at the same time increase of its manufacturability and providing an opportunity to connect details of building designs in an end face at any angle.
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Dissertations / Theses on the topic "Geodesic dome"

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Hallström, Gustav. "Som fisken i vattnet på torra land." Thesis, KTH, Arkitektur, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168579.

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Vad gör en fiskmarknad i Stockholm? Projektet, som utgår från idén om en fiskmarknad på Skeppsbron i Gamla stan, har fokuserats på en alternativ lösning där fisk och grönsaker odlas i ett slutet system – akvaponi. Anledning till den alternativa ingången är Östersjöns dåliga hälsotillstånd, som är en följd av en lång tids ogenerade föroreningar. Östersjöfisken är i dag förbjuden att sälja som matfisk inom EU, men svenska politiker har aktivt sökt, och fått, dispens för en inhemsk försäljning av den förgiftade fisken. Kvinnor och barn avråds i dag från att äta östersjöfisk mer än tre gånger per år. Är det då hållbart att viga en så central plats som Skeppsbron åt en romantiserad fiskhall som bär färre än hundra ”lokala” fiskare under armarna, och som riktar sig till ett smalt, i huvudsak manligt kundsegment? En strategi formas för att kunna tillgodose en fiskmarknad med enbart fisk odlad på plats, samtidigt som den inre organisation och stadsrummet tas i beaktan.
What is a fish market doing in Stockholm? The project, based on the idea of a fish market on Skeppsbron in the old town of Stockholm (Gamla stan), has its focus on an alternative solution where fish and vegetables are grown in a closed system – aquaponics. The reason for the alternative solution is the bad health situation for the Baltic sea, which is the outcome of a long period of unashamed polluting. The fish from the Baltic sea is illegal to sell as food within the EU, but Swedish politicians have actively sought, and received, exemption for a regional trade with the poisoned fish. Women and children are advised to refrain from eating fish from the Baltic sea more than three times per year. Is it then sustainable to use such a central place as Skeppsbron for a romanticized fish market that pays for less than a hundred “local” fishermen, and that addresses a narrow, mainly male segment? A strategy is formed to provide for a fish market with only fish bred on location, at the same time taking in consideration the inner organization and the cityscape.
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Grochalová, Eva. "Dřevěná nosná konstrukce sportovního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226082.

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The diploma thesis covers a design and an assesment of a timber bearing structure of sports hall. The plan of the hall is round, i.e. the object is shaped as a dome. The structure is designed in two ways: geodesic and ribbed dome. Both options are made of glued laminated timber and structural timber.
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Bearse, Tim. "Sub, Counter and Someothers." VCU Scholars Compass, 2010. http://scholarscompass.vcu.edu/etd/2202.

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Khalafalla, Eltayeb Elrayah. "Computer aided processing of geodesic structural forms." Thesis, University of Surrey, 1994. http://epubs.surrey.ac.uk/845/.

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Revayová, Veronika. "Planetárium v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392086.

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The design of several variants of the structure of the planetarium in Brno is the subject of the diploma thesis . The building has a ground plan size of 30x30 meters. The main supporting material is S235 steel. The bearing structure of the object consists of columns, joists and beams. The bearing structure of the dome consists of a spatial structure, which is formed as a half-globe above the diameter of 18 meters. 3 versions of this dome have been processed. The resulting design is Geodetic Dome. Part of the work is an assessment of the main structural elements and selected details. The Scia engineer 2016 version 16.1.3033 was used to calculate internal forces.
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Cuevas, Santamaría Sergio Axel. "My MFA Experience." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1524073680662621.

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Dupéré, Richard. "Conception d'un dôme géodésique pour des réservoirs à lisier." Thesis, McGill University, 1994. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=55443.

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A roof over a manure reservoir eliminates the entry of precipitations, reduces odour and volatile gas emissions, lowers the storage and handling costs and alleviates environmental impacts.
Structural analysis and testing were carried out to establish the feasibility of geodesic domes as manure reservoir roofting. A stress analysis, conducted by computer was used to determine maximum compression loads on roof members. Compression tests were carried out in the laboratory to test two laminated designs and to evaluate the performance of a member joint.
Structural analysis showed that the Lamella type dome, with a diameter/height ratio of 4, offers the best geometry considering design criteria for manure roofs. Compression tests confirmed that laminated members, made of 38 x 89 mm and 38 x 140 mm pieces, can resist the design stress developed in a 22 meter diameter dome.
Loading tests revealed that non laminated wood members failed at 80% of the design load. However, the joints (formed by two 3,1 mm thick steel plates bolted to the members) were still able to resist an increase in loading.
Data obtained from the tests were used for a preliminary design of a geodesic roof taking into account specific conditions such as humidity and manure gas. However further study is required to adapt this concept to real conditions over a manure reservoir.
The cost of a 22 meter diameter dome, for covering manure reservoirs, is estimated at 79$/m$ sp2$ which is more expensive than the cost of the currently used, least expensive manure pit roof (wood truss design).
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Chládeková, Paulína. "Zaměření rodinného domu v Brně Žabovřeskách." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-414308.

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This diploma thesis is about measuring of family house, creating drawings and visualization of results. The family house is located in the Brno-Žabovřesky The house was surveyed by the classical geodetic method using a survey net built using GNSS (Global Navigation Satellite System). The results of field measurements were processed in the Groma program, graphic outputs (footprints of individual floors, sections and 3D model) in the MicroStation application. The documentation can be used mainly for the planned reconstruction of the family house and other related purposes.
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Books on the topic "Geodesic dome"

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Adams, Lucas Grillis. Dome story: Planning & building a geodesic home. Georgetown, Tex: Armadillo Books, 1998.

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Morgan, G. W. Geodesic & geolatic domes & space structures: Geometric design methods. San Jose, CA, U.S.A: Sci-Tech Publications, 1985.

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Desai, Maharshi. Ghummat: Software unfolding the geometry of geodesic domes. Ahmedabad: School of Architecture, Centre for Environmental Planning & Technology, 1993.

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Pugh, Anthony. Polyhedra: A visual approach. Palo Alto, CA: Dale Seymour Publications, 1990.

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Wenninger, Magnus J. Spherical models. Mineola, N.Y: Dover, 1999.

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Motro, René. Tensegrity: Structural systems for the future. London: Kogan Page Science, 2003.

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Motro, René. Tensegrity: Structural systems for the future. London: Hermes Penton Science, 2003.

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Divide spheres: Geodesics and the orderly subdivision of the sphere. Boca Raton: A K Peters/CRC Press, 2012.

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Engineering a new architecture. New Haven: Yale University Press, 1996.

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Rolly, Horst Friedrich. Earthquake disaster management: Focussing on the earthquake of September 30, 1993 in Latur and Osmanabad Districts, Maharashtra, India and the reconstruction and rehabilitation project at Gubal Village where geodesic domes were constructed as earthquake resistant housing. Frankfurt am Main: Peter Lang, 2007.

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Book chapters on the topic "Geodesic dome"

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Roopa, M., Kavitha B. Lakshmi, and H. Venugopal. "Dynamic Analysis of Geodesic Dome Structure." In Lecture Notes in Civil Engineering, 895–915. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_56.

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Starr, Trevor F. "FRP Geodesic Domes: One Example." In Composite Structures 3, 164–77. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-4952-2_12.

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Bober, Waldemar. "Geodesic Domes in Built Environments." In Advances in Intelligent Systems and Computing, 105–11. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51566-9_15.

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Kahle, Hans-Gert, Max V. Müller, Stephan Mueller, Hermann Drewes, Klaus Kaniuth, Klaus Stuber, Herbert Tremel, et al. "Dynamics of the Solid Earth (DOSE): The Italian-German-Greek-Swiss Contribution to NASA’s DOSE Project in the Calabrian/Hellenic Arcs." In Geodesy and Physics of the Earth, 33–36. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-78149-0_9.

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Dixon, Timothy H., Marcus Bursik, Susan Kornreich Wolf, Michael Heflin, Frank Webb, Frederic Farina, and Stefano Robaudo. "Constraints on deformation of the resurgent dome, Long Valley Caldera, California from space geodesy." In Contributions of Space Geodesy to Geodynamics: Crustal Dynamics, 193–214. Washington, D. C.: American Geophysical Union, 1993. http://dx.doi.org/10.1029/gd023p0193.

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Kubanek, Julia, Malte Westerhaus, and Bernhard Heck. "On the Use of Bistatic TanDEM-X Images to Quantify Volumetric Changes of Active Lava Domes." In International Association of Geodesy Symposia, 427–33. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/1345_2015_172.

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Laila, Theska, Amilton Arruda, Justino Barbosa, and Edna Moura. "The Constructive Advantages of Buckminster Fuller’s Geodesic Domes and Their Relationship to the Built Environment Ergonomics." In Advances in Ergonomics in Design, 357–68. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-60582-1_36.

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Furani, Khaled. "Thoth." In Redeeming Anthropology, 41–93. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780198796435.003.0001.

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Heuristically evoking Thoth, an ancient Egyptian god of wisdom, architecture, crafts, and “science,” this chapter explores the ways anthropologists work to immure their discipline from its banished other, theology. Asking readers to imagine a proverbial “geodesic dome” housing anthropodom—anthropology constructed as a secular science—it discusses five types of “panes” that anthropologists “lay” in constructing their “home.” Derived from anthropology’s biographical and disciplinary registers, these panes safeguard anthropology from the threatening “theosphere” in order to secure its secular reason and its membership in the modern university. Pitting itself against theology grants anthropology a certain unity and identity, defining “what it is” by claiming “what it is not.”
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Pastukh, O., and D. Zhivotov. "Renovation of coastal industrial zones with possibility of using engineering geodesic dome structures made of wood and polymer materials." In Reconstruction and Restoration of Architectural Heritage, 209–12. CRC Press, 2020. http://dx.doi.org/10.1201/9781003129097-44.

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Tarnai, T., S. Iijima, J. P. Hare, and P. W. Fowler. "Geodesic domes and fullerenes." In The Fullerenes, 145–54. Cambridge University Press, 1993. http://dx.doi.org/10.1017/cbo9780511622946.014.

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Conference papers on the topic "Geodesic dome"

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Ouderkirk, Gregg D. "Geodesic Dome Phased Array Radars." In 2007 IEEE Radar Conference. IEEE, 2007. http://dx.doi.org/10.1109/radar.2007.374255.

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Barbieri, Nilson, ROBERTO Dalledone Machado, and Lucas Barbieri. "Dynamic Analysis of a Geodesic Dome." In 24th ABCM International Congress of Mechanical Engineering. ABCM, 2017. http://dx.doi.org/10.26678/abcm.cobem2017.cob17-5951.

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Barth, Fernando, Luigi Simone, Andre Chaluppe, and Luiz Vefago. "CONSTRUCTION OF A BAMBOO GEODESIC DOME IN AN ARCHITECTURAL WORKSHOP." In International Conference on Education and New Learning Technologies. IATED, 2016. http://dx.doi.org/10.21125/edulearn.2016.1853.

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Shiang Liu, B. Tomasic, Sheng Hwang, and J. Turtle. "The Geodesic Dome Phased Array Antenna (GDPAA) for Satellite Operations Support." In 2005 18th International Conference on Applied Electromagnetics and Communications. IEEE, 2005. http://dx.doi.org/10.1109/icecom.2005.205026.

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Mixter, Thomas J., and David S. Porter. "Next-generation telescope enclosure: a 91-m (300 ft.) geodesic dome." In Astronomical Telescopes and Instrumentation, edited by Thomas A. Sebring and Torben Andersen. SPIE, 2000. http://dx.doi.org/10.1117/12.393937.

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Vergara, Sandra, Miguel Hadzich, Ronald Tipula, Juan Perez, Evelyn Lopez Vasquez, and Esteban Herrera. "Thermal Analysis and Validation of a Geodesic Dome Dryer for Capsicum Baccatum." In ISES EuroSun 2018 Conference – 12th International Conference on Solar Energy for Buildings and Industry. Freiburg, Germany: International Solar Energy Society, 2018. http://dx.doi.org/10.18086/eurosun2018.08.06.

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Shiang Liu, Boris Tomasic, and John Turtle. "The geodesic dome phased array antenna for satellite operations support - antenna resource management." In 2007 IEEE Antennas and Propagation Society International Symposium. IEEE, 2007. http://dx.doi.org/10.1109/aps.2007.4396207.

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Martinho Rosalino Giacomitti Junior, Roberto Dalledone Machado, and João Elias Abdalla Filho. "Numerical analysis of an aluminum geodesic dome roof using the finite element method." In 23rd ABCM International Congress of Mechanical Engineering. Rio de Janeiro, Brazil: ABCM Brazilian Society of Mechanical Sciences and Engineering, 2015. http://dx.doi.org/10.20906/cps/cob-2015-1155.

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Grech, Charles, Marc Anthony Azzopardi, and Victor Buttigieg. "Circular lattice design for UHF geodesic dome phased array antenna with reduced footprint." In 2020 International Symposium on Antennas and Propagation (ISAP). IEEE, 2021. http://dx.doi.org/10.23919/isap47053.2021.9391202.

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Hong Park, Ju. "Tensegami: Design Principle of Combining Tensegrity and Origami to Make Geodesic Dome Structure for Martian Agriculture." In 17th Biennial International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483374.089.

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Reports on the topic "Geodesic dome"

1

Burón, Javier, and Magda Sánchez. An open-source, low-cost & digitally fabricated geodesic dome system. University of Limerick, 2015. http://dx.doi.org/10.31880/10344/5863.

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