Relevant bibliographies by topics / Diagrid

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

Academic literature on the topic 'Diagrid'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 March 2023

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Journal articles on the topic "Diagrid"

1

Minu, Ann Peter, A. S. Sajith, and Nagarajan Praveen. "A Review of Diagrid Systems for Lateral Load Resistance of Structures." Applied Mechanics and Materials 857 (November 2016): 19–23. http://dx.doi.org/10.4028/www.scientific.net/amm.857.19.

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Diagrid structures are exterior structures, consisting of diagonal struts and ties in the periphery and an interior core. These diagonal members carry gravity load and lateral load by the axial action of the member. Due to the structural efficiency of diagrids, interior and corner columns can be avoided thereby providing flexibility in the floor plan. The diagrid structures are emerging as popular structural system in many developed countries of the world, but in India it is yet to gain importance. This paper presents a review on the literature of diagrid structures. Studies conducted on diagrid structures to determine the diagrid angle for the efficient design is presented. The stiffness-based methodology adopted for determining preliminary member sizes of steel diagrid structures and the effect of shear lag on high rise buildings with diagrid and its comparison with framed tube structures are discussed. The distribution of the load resisted by interior frame and diagrids is outlined. The parameters used in the comparison of analysis are time period, top storey displacement, inter-storey drift and storey shear. This paper also reviews the studies on the comparison of diagrids with regular configuration and diagrids with varying angles. The analysis and comparison of diagrid and conventional structural system on the basis of consumption of steel, structural weight and displacement are also highlighted. This review covers diagrids with all the materials in practice namely concrete, steel and concrete-filled steel tube(CFST).
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Desai, Vishal, V. M. Bogar, and Mohammad Zunnoorain. "Seismic Comparison of Diagrid and X-Bracing System in Highrise Building." International Journal for Research in Applied Science and Engineering Technology 10, no. 9 (September 30, 2022): 1507–13. http://dx.doi.org/10.22214/ijraset.2022.46809.

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Abstract: The diagrid (diagonal grid) structural design is one of the fascinating structural design ideas for sturdy tall constructions. Diagrid, a new design style for tall, intricate structures, has emerged due to its aesthetic appeal and structural effectiveness. Diagrid's façade structural system resists both lateral loads and gravity loads by utilizing a small grid of diagonal components. As it uses less structural steel than a conventional steel frame, making the structure more environmentally friendly. This study makes use of ETABS to assess tall structures built of Diagrid steel and tall structures using different bracing techniques. Being thin makes high-rise structures extremely vulnerable to lateral forces, thus they must be constructed to provide safety and comfort in accordancewith user needs. In order to combat the lateral stresses that are most common in high-rise structures, diagrid and X-bracing systems have been created. In this study, the seismic behaviors of diagrid and X-braced systems are compared.
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Zunnoorain, Mohammad, and Ganesh Jaiswal. "Diagrid and Bracing System Comparative Structural Performance and Sustainability Concept." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (July 31, 2022): 4305–12. http://dx.doi.org/10.22214/ijraset.2022.45980.

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Abstract: One of the intriguing structural design concepts for robust tall structures is the diagrid (diagonal grid) structural design. Due to its attractiveness and structural efficiency, Diagrid, a new design trend for tall, complicated structures, has arisen. Using a compact grid of diagonal members, Diagrid's façade structural system resists both lateral loads and gravity loads. As opposed to a traditional steel frame, it employs less structural steel, resulting in a more environmentally friendly building. This research uses ETABS to examine the structural performance of tall structures made of Diagrid steel and tall buildings with various bracing systems. Therefore, the purpose of this study is to contrast the lateral displacement brought on by wind and earthquake load between high-rise structures (buildings) using the diagrid system and those using other bracing systems. The use of diagrid and other bracing systems in relation to the natural frequency of high-rise structures (buildings) is also investigated in this study. A 40-story building model has been taken for analysis in E-Tabs 2016, with a plan area of 1296m2 (36- meters x 36-meters) and 144 meters tall.
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Moon, Kyoung Sun. "Diagrid Structures for Complex-Shaped Tall Buildings." Advanced Materials Research 450-451 (January 2012): 1489–92. http://dx.doi.org/10.4028/www.scientific.net/amr.450-451.1489.

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Diagrid structures are widely used for today’s tall buildings due to their distinguished architectural aesthetics in any existing urban context and structural efficiency in carrying lateral loads. With prevalent emergence of complex-shaped buildings throughout the world, this paper investigates structural efficiency of diagrid structures employed for complex-shaped tall buildings, such as twisted, tilted and freeform towers. For each complex form category, tall buildings are designed with diagrid systems, and their structural efficiency is studied in conjunction with building forms. In order to investigate the impacts of various important geometric configurations of complex-shaped tall buildings, parametric models are generated using appropriate computer programs, and the models are exported to structural engineering software for design and analyses. Based on the study results, structural efficiency of diagrids for tall buildings of each complex form category is estimated.
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Scaramozzino, Domenico, Giuseppe Lacidogna, and Alberto Carpinteri. "New Trends Towards Enhanced Structural Efficiency and Aesthetic Potential in Tall Buildings: The Case of Diagrids." Applied Sciences 10, no. 11 (June 5, 2020): 3917. http://dx.doi.org/10.3390/app10113917.

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Due to the increasing number of people and activities within the cities, tall buildings are exploited worldwide to address the need for new living and commercial spaces, while limiting the amount of used land. In recent decades, the design of tall buildings has undergone a remarkable improvement, thanks to the development of new computational tools and technological solutions. This has led to the realization of innovative structural systems, like diagrids, which allow the achievement of high structural performances and remarkable architectural effects. In this paper, a thorough and updated review of diagrid structural systems is provided. Simplified methodologies for the preliminary design and structural analysis are reported. Special attention is also paid to the optimization of the structural response based on the geometrical pattern. A discussion of the effect of local deformability, stability and shear-lag phenomenon is carried out. Results from nonlinear and dynamic analyses for the seismic assessment of diagrid systems are reported, and attention is also paid to the recent research on diagrid nodes. Eventually, an overview of twisted, tapered, tilted and freeform diagrid towers is carried out, with a final mention of hexagrids, another recent evolution of tubular systems for tall buildings.
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Naik, SwaralR, MalharP Naik, and S. N. Desai. "Analytical Evaluation of Most Effective Diagrid Angle Considering Severe Earthquake Time Histories." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (December 19, 2022): 759–63. http://dx.doi.org/10.38208/acp.v1.578.

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High rise structures and their structural mechanisms are evolving rapidly due to an exponential growth of urbanization. Few conventional structural systems have been efficient in withstanding heavy wind gusts as well as earthquakes. A newcomer in the list of sustainable high-rise structures is the Diagrid. A diagonal grid or Diagrid structure is a framework of diagonally intersecting inclined column sections. Due to higher resilience and robustness, the trend is rapidly shifting towards Diagrid. Diagrid structures are adopted as they take into account a number of factors like structural stability, aesthetic appearance and economic considerations. The triangulated formation of columns and ring beams transform all the external forces into direct axial forces. The effectiveness of the diagrid mechanism depends on the angle of the diagrid. In this project, analysis of symmetric diagrid building, with various diagrid angles has been carried out using software SAP2000. The analysis results for top storey displacement, base shear and modal frequency are considered for evaluating the optimal range of diagrid angle considering earthquake time histories.
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Shylaja, N., R. M. Ashwini, and E. R. Babu. "Seismic Analysis of Diagrid Structure on Sloping Ground." IOP Conference Series: Materials Science and Engineering 1255, no. 1 (September 1, 2022): 012008. http://dx.doi.org/10.1088/1757-899x/1255/1/012008.

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Abstract Lateral efficiency of a building is very important in high-rise buildings, when it comes to building them on sloping ground it is highly required to design the structure for wind load and earthquake loads. The diagrid structure thus provides very high lateral stability and reduces the lateral displacement of the building. In recent years the diagrid structure has attracted many researchers and scholars due to this greater structural efficiency. Diagrid structural system has evolved to be structurally the most efficient, aesthetically pleasant and highly economical. The present paper involves the study of diagrid structure on sloping ground and comparing it with the conventional system and finding the optimum angle of diagrid on different slopes of ground. A 12- storey building is used for comparing diagrid structure and conventional structure on sloping ground, a 48 storey building is used to find out the optimum angle of diagrid on sloping ground, ETABS software Is used for modelling and analysis, response spectrum method is used for analysis, the results show that diagrid structure is more efficient than conventional structure on sloping ground, and the optimum angle of diagrid lies between 60-75° on sloping ground.
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Saputra, Draga Hasan saputra, and Pio Ranap Tua Naibaho. "A Studi Sistem Struktur Baja Diagrid Pada Bangunan Tinggi." Jurnal Infrastruktur 5, no. 2 (December 5, 2019): 93–98. http://dx.doi.org/10.35814/infrastruktur.v5i2.758.

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Diagrid dikenal sebagai struktur grid yang didiagonalisasi telah muncul sebagai salah satu pendekatan paling inovatif dan mudah beradaptasi dan berevolusi ke penggunaannya yang tidak eksklusif untuk gedung tinggi. Keuntungan dari sistem ini bahkan lebih besar daripada kerugiannya yang secara khusus kompleksitas dalam desain, konstruksi sambungan join dan biaya tinggi dari struktur. Oleh karena itu studi yang berkaitan dengan struktur semacam ini yang memiliki ruang lingkup besar dimasa depan sangat diinginkan. Analisis yang digunakan dinamik linier dari berbagai struktur telah dilakukan dalam ETABS menggunakan metoda respon spektrum. Hasil analisis dalam hal top storey displacement, inter-storey drift dan time period telah dibandingkan untuk memahami sistem struktur diagrid. Pertama perbandingan antara diagrid dan sistem konvensional telah dianalisis untuk menggambarkan keunggulan sistem diagrid. Perbandingan ini menggambarkan pentingnya diagrid dalam pengurangan berbagai parameter beban lateral seperti top storey displacement, inter-storey drift dan time period. Nilai top storey displacement untuk sistem konvensional arah x dan y adalah 34,2% dan 30,9% lebih tinggi dibandingkan sistem diagrid. Kedua perbandingan sistem diagrid dengan dan tanpa shear wall core. Dari hasil efek shear wall core dalam sistem diagrid, diamati bahwa shear wall core meningkatkan kinerja struktur diagrid. Lateral top storey displacement berkurang dari 48,2 mm menjadi 43,5 mm sehingga berkurang 10%.
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Cascone, Francesco, Diana Faiella, Valentina Tomei, and Elena Mele. "A Structural Grammar Approach for the Generative Design of Diagrid-Like Structures." Buildings 11, no. 3 (March 1, 2021): 90. http://dx.doi.org/10.3390/buildings11030090.

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An innovative generative design strategy, based on shape grammar, is proposed for the minimum-weight design of diagrid tall buildings. By considering the building as a three-dimensional vertical cantilever beam with a tubular section under horizontal load, it is evident that bending and shear stiffness demands vary along the width and elevation of the building. Further, while the structural design of tall buildings is usually governed by stiffness, the predominant design criterion for diagrids could be the local strength demand, especially for low slenderness values, thanks to the inherent rigidity of the triangular pattern. Starting from these considerations, in this paper, a generative design strategy is proposed, able to find diagrid patterns that accommodate the differentiated stiffness demand along width/elevation and satisfy the predominant design criterion, stiffness or strength. The design strategy is applied to tall building models characterised by different slenderness values. The comparison to diagrid patterns analysed in previous literature works in terms of structural weight and performance parameters highlights the effectiveness of the design strategy and the efficiency of the generated patterns.
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Babhulkar, Saurabh, Kuldeep R. Dabhekar, S. S. Sanghai, and Isha P. khedikar. "Comparative Study of Seismic Behaviour of Diagrid Structure with Conventional Structure." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (November 1, 2021): 012049. http://dx.doi.org/10.1088/1757-899x/1197/1/012049.

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Abstract Diagrid framework has arisen as an inventive underlying framework with a stylish view in the plan of tall structures. In this investigation, seismic execution of 15-story diagrid structures with fluctuating points are assessed utilizing reaction range examination Further more in request to assess the impact of diagrid center on conduct of designs. Actually diagrid essential system is gotten in tall constructions on account of its basic usefulness and versatility in plan organizing. Stood out from solidly scattered vertical areas in illustrated chamber, diagrid structure includes skewed sections outwardly surface of building. Because of slanted sections horizontal burdens are opposed by hub activity of the askew contrasted with twisting of vertical segments in customary construction. Plan and development of counterfeit foundation on the lines of biomicking standards require the improvement of exceptionally advance primary framework which has the characteristics of style articulation, underlying effectiveness and above all mathematical adaptability. Diagrid the most recent change of cylindrical constructions, have an ideal mix of the above characteristics. In this paper, the peculiarities of the diagrid its essential lead under stacking and the arrangement and advancement of diagrid centers are portray A context oriented examination of some new diagrid tall constructions, to be explicit the Swiss Re in London, the hearst tower in New York, and the west Guangzhou Tower in china is moreover presented.
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Dissertations / Theses on the topic "Diagrid"

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Gidlund, Anders. "The Diagrid : Adaptable housing with timber construction." Thesis, Umeå universitet, Arkitekthögskolan vid Umeå universitet, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-171590.

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SCARAMOZZINO, DOMENICO. "Elastic Lattice Models: From Proteins to Diagrid Tall Buildings." Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2872326.

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Liptack, Robert J. (Robert Jeffrey). "Motion based seismic design and loss estimation of diagrid structures." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82818.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013.
Cataloged from PDF version of thesis. "June 2013."
Includes bibliographical references (p. 75-76).
Diagrids are becoming an increasingly popular structural system in high rise design and construction. Little research has been performed on the seismic performance of Diagrids and how it integrates with seismic loss estimation. A motion based design scheme can facilitate the seismic design of Diagrids with the ultimate goal of reducing upfront costs and repair costs. In this thesis we analyze Diagrids with varying locations, aspect ratios, diagonal angles, and motion design parameters to understand the relationship between the geometric design parameters of a Diagrid and the design costs and estimated losses. We use a static seismic design procedure and analyze various period estimation techniques to evaluate their validity when used with Diagrids. We develop a simple loss estimation scheme focused on interstory drift and content replacement. We then analyze which Diagrids are most cost effective for a given set of design parameters, and briefly discuss additional methods of reducing seismic damage to buildings. Our analysis uses Matlab and Microsoft Excel for the development of our analytical models and for the manipulation and organization of data. Keywords: Diagrid Structures, Seismic Design, Seismic Damage, Loss Estimation
by Robert J. Liptack.
M.Eng.
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Sundberg, Jessica Nicole. "A computational approach to the design of free form diagrid structure." Thesis, Massachusetts Institute of Technology, 2009. http://hdl.handle.net/1721.1/53526.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.
Includes bibliographical references (leaf 66).
In order to satisfy the ever-increasing complexity of modem architectural design of tall towers, diagrid structural systems are becoming more relevant. To deal with irregular geometries, more sophisticated computational models are necessary. This study establishes a method for integrated design of diagrid structures for complex building geometries. The process is outlined through an architectural method and a structural method with automated intermediary systems in between. The iterative process is then evaluated and recommendations are made for the development of the proposed method. Based on the design example, general guidelines for a general computational approach to the design of more free form structures are to be generated.
by Jessica Nichole Sundberg.
M.Eng.
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Leonard, Johan M. Eng Massachusetts Institute of Technology. "Investigation of shear lag effect in high-rise buildings with diagrid system." Thesis, Massachusetts Institute of Technology, 2007. http://hdl.handle.net/1721.1/39269.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2007.
This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Includes bibliographical references (leaves 43-44).
In the recent years, there have been many new skyscrapers built which soar into new heights. The most efficient building system for high-rises has been the framed tube system. However, the framed tube building suffers from shear lag effects which cause a nonlinear distribution of axial stresses along the face of the building. A particular structural system called a diagrid system has caught the attention of the public. The diagrid system is not a new invention. The idea had been around since 1960 and few buildings have been built with the diagrid system. However, the implementation in a larger scale of such tall building was not practical due to high cost related to the difficult node connections. It is only in recent years that the technology has allowed for more reasonable cost of making the diagrid node connections. Despite becoming the new trend in high-rise structures, there are not many technical publications related to diagrid building system. A recent thesis by Moon (2005) studied the various angles of the diagrid to find optimum angle. He has also reviewed the design considerations for diagrid building. This thesis attempts to build on the study by Moon related to the shear lag effect in diagrid building. Diagrid buildings of different configuration are modeled in SAP2000 and analyzed for shear lag effect and structural performance.
by Johan Leonard.
M.Eng.
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Sun, Mingze. "A comparative study on the seismic performance of concrete and steel Diagrid structures." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/99632.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.
Cataloged from PDF version of thesis.
Includes bibliographical references (page 48).
In recent years, concrete Diagrids have been more widely used in the current Diagrid building designs, especially with mid-rise buildings. Looking through the entire portfolio of completed Diagrid structures, there are very few Diagrid tall building structures located in the area where seismic forces govern the lateral design. An investigation on the seismic performance of concrete Diagrid structures would give the engineers a better understanding of this unique type of structural system. A comparative research was conducted in this paper on the seismic performance of concrete Diagrid structures comparing to steel Diagrid structures. Two building height scenarios were considered for mid-rise 8-story buildings and high-rise 60-story buildings. Response spectrum analysis was used for two different earthquake locations corresponding to code based seismic design approach using ASCE 7-10. The seismic performances of both types of Diagrid structures were also compared to 8-story moment frame buildings and 60-story outrigger buildings for the two scenarios respectively. With all member sizes set to be fixed across all models, steel Diagrids were found to be performing better than concrete Diagrids in terms of natural period and controlling top drifts while concrete was tested to be better at controlling top accelerations. Comparing to outrigger and moment frame systems, both concrete and steel Diagrid structures were tested to be stiffer and more effective in restraining top drifts but less satisfying in limiting top accelerations.
by Mingze Sun.
M. Eng.
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Arrè, Lidiana. "Design, fabrication and mechanical characterization studies on Wire and Arc Additively Manufactured (WAAM) diagrid elements." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2022. http://amslaurea.unibo.it/25666/.

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The design approach changed in the last decades with the innovation offered by software for Computer-Aided Design (CAD), three-dimensional computer modelling and digital fabrication methods enabling new forms. The development in digital fabrication techniques led to the application of automatic processes in the structural engineering sector through Additive Manufacturing (AM) based technologies. It offers numerous benefits over conventional manufacturing methods, such as design of more complex and optimized components due to greater freedoms in shape and geometry, therefore bringing to a reduced material usage and shortened build times. The focus of this research is on the metal additive manufacturing methods, in particular, the adopted technique is the Wire-and-Arc Additive Manufacturing (WAAM), which best suits the possibility to realize large-scale metal structures and to allow new geometric forms. WAAM advantages compared to the other processes are fast large-scale production, freedoms in shape and geometry, structural efficiency with reduced material usage. The current research comprises the overarching process from the computational design to the mechanical characterization of the WAAM-produced elements, through the fabrication step. The computational design and fabrication stages were carried out at Technische Universität Braunschweig. There is still limited research focused on the characterization of WAAM-produced metal elements for structural engineering applications, therefore the research carried out at University of Bologna was focused on the establishment of 3D-outcome mechanical properties, pointing up the influence of surface roughness and imperfections on the mechanical response, together with the study on how the intersection between WAAM-produced bars influences the overall behavior of the specimen.
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Musacchi, Andrea. "Controllo delle vibrazioni indotte dal vento su alti edifici con struttura DiaGrid mediante dissipatori viscoelastici." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2914/.

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Elmagri, Loay Hatem Rajab. "Architecture and Drones: Accomodating Unmanned Aerial Vehicles." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/87584.

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Through out history, technological advancements have reshaped the built environment and its Architecture. The cities that we live in today were only made possible by the technologies of the first, second, and third industrial revolutions. Today, we are witnessing another technological revolution based on open source data and artificial intelligence. As there is an enormous amount of prosperous innovations that would directly impact Architecture design tools, building and finishing materials, and construction methods, there are also other innovations that would require spaces, buildings, and cities to be designed to accommodate them. Among the latter mentioned innovations is the Unmanned Aerial Vehicle (UAV), also know as drones. Like the automobile, drone technology will influence not only the way we live but also our design thinking and the components of our built environment. Along with drone�s ability to fly, UAV�s digital infrastructure is much more flexible and most importantly, invisible. Autonomous Drones� intelligent abilities allow them to provide a wide range of services in various fields such as; freight and delivery, transportation, infrastructure and buildings maintenance, survey, surveillance, policing, fire fighting, agriculture, and even construction, all of which will effectively reduce the amount of ground vehicle traffic, especially in populated cities. Today, as these possibilities are available and constantly under development, it is important for Architecture and Urban Design disciplines to address the challenge and provide comprehensive solutions to accommodate such a technology and allow its possibilities to prosper even further. The intent of this thesis is to study UAV technology and design a mix-use complex that embraces and accommodates UAV services such as; delivery, transport, freight, and maintenance. The complex hosts a residential tower, a vertical garden tower, ground level commercial spaces, and an underground drone hub.
MArch
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Hackett, Sean Joseph. "Creation is a Patient Search: An Exploration of Form." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/23822.

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This thesis began as a search, an exploration into creating a building using strong geometric forms that were defined by the structure. the thesis was tested, and retested, forgotten then restarted. every iteration through models, sketches, and drawings was a stepping stone for the final product ; a thesis. A thesis of exploring form defined by its assembly and the inherent questions, problems and ideas that arise. the program for this thesis is a hotel that is comprised of three parts. the pedestal which houses the lobby, is rooted to the earth. the framework which houses the guest rooms, embraces the sky. lastly, the buttresses which house the services and vertical transport, are the connection between the earth and sky. The true question of this thesis was when or how to stop? At what point did the figure become appropriate? It became a question of aesthetic judgement, and how did the building want itself to be? In the end the thesis is to make a building that shows a glimpse of its true nature.
Master of Architecture
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Books on the topic "Diagrid"

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Kirk, Andy. Chord Diagram. 1 Oliver’s Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2021. http://dx.doi.org/10.4135/9781529776461.

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Kirk, Andy. Network Diagram. 1 Oliver’s Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2016. http://dx.doi.org/10.4135/9781529776416.

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Kirk, Andy. Sankey Diagram. 1 Oliver’s Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2021. http://dx.doi.org/10.4135/9781529776478.

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Kirk, Andy. Venn Diagram. 1 Oliver’s Yard, 55 City Road, London EC1Y 1SP United Kingdom: SAGE Publications, Ltd., 2016. http://dx.doi.org/10.4135/9781529776300.

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Buekenhout, Francis, and Arjeh M. Cohen. Diagram Geometry. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-34453-4.

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Kamps, Thomas. Diagram Design. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999. http://dx.doi.org/10.1007/978-3-642-60081-4.

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Eisenman, Peter. Diagram diaries. New York, NY: Universe Pub., 1999.

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Zenn diagram. Toronto, Ontario: Kids Can Press, 2017.

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Ravenna diagram. Loveland, Ohio: Dos Madres, 2018.

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Guba, Victor. Diagram groups. Providence, R.I: American Mathematical Society, 1997.

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Book chapters on the topic "Diagrid"

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Chandra, Neha, and Nilesh B. Mishra. "Analysis and Design of Diagrid Buildings." In Lecture Notes in Civil Engineering, 519–31. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6969-6_44.

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Eluvathingal, Archana Joy, and G. Unni Kartha. "Diagrid Structural System for Tilted Steel Buildings." In Lecture Notes in Civil Engineering, 939–48. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55115-5_84.

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Brown, G. A., and P. J. Phelps. "CDFR — Diagrid Hydraulic Analysis Using the Phoenics Code." In Lecture Notes in Engineering, 193–203. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82781-5_15.

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Nayak, Chittaranjan, Snehal Walke, and Suraj Kokare. "Optimal Structural Design of Diagrid Structure for Tall Structure." In ICRRM 2019 – System Reliability, Quality Control, Safety, Maintenance and Management, 263–71. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8507-0_39.

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James, Merry, and Neeraja Nair. "Seismic Performance Analysis of Vertically Irregular Structures with Diagrid." In Lecture Notes in Civil Engineering, 597–605. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_55.

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Peter, Minu Ann, A. S. Sajith, and Praveen Nagarajan. "Performance of Diagrid Structures with the Addition of Shear Links." In Lecture Notes in Civil Engineering, 629–37. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_48.

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Rahul, C., and J. K. Lokesh. "Seismic Behaviour and Comparison of Different Slab System Diagrid Structure." In Lecture Notes in Civil Engineering, 185–98. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6828-2_15.

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Vhanmane, Mangesh, and Maheshkumar Bhanuse. "Study of Behaviour of High Rise Buildings with Diagrid Systems." In Lecture Notes in Civil Engineering, 249–62. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6828-2_19.

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Jacob, Sneha Mole, N. Phani Charan, and Anju Raju. "Design and Analysis of Diagrid Structural Systems for High-Rise Buildings." In Lecture Notes in Civil Engineering, 247–59. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_17.

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Rujhan, Ahmad Muslim, and Ravande Kishore. "Analysis and Design of High-Rise Building Using Diagrid Structural System." In Learning and Analytics in Intelligent Systems, 195–205. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-24314-2_26.

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Conference papers on the topic "Diagrid"

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N, Nourin, Hazeena R, and Asif Basheer. "A Review on the Seismic Performance Assessment of Steel Diagrid Structures." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.37.

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In recent years, there is rapid increase in the construction of high rise structures due to the increase in population, high cost of land and restriction in horizontal growth due to less space. The advancements in the development of technological solutions and construction methods of high rise structures led to the innovative structural systems. One of the important criteria that need to be considered in the design of high rise structures is minimization of lateral loads. Hence, the importance of lateral load resisting system increased than structural systems that resist gravitational loads. Lateral loading due to wind and earthquake are the major factors that have to be considered in the design of high-rise structures. Diagrid structural system is recognized as a unique system in construction of high rise structures which is a variation of tubular structures. It consists of inclined members instead of vertical columns in conventional structures to carry both gravity and lateral loads. It gains popularity due to its structural efficiency and aesthetic potential gained by its unique geometric configuration. The present work reviews studies regarding seismic performance assessment of steel diagrid structures, studies on seismic performance factors of steel diagrid structures, impact of shear-lag effect and comparative studies on diagrids. Diagrids are found to be an efficient structural system for high rise structures in terms of structural efficiency as well as aesthetics. Also, it provides more economy, in terms of consumption of steel, thus making it cost-effective and eco-friendly.
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"Study on Role of Base Width and Diagrid Angle on The Performance of The Diagrid Buildings." In 6th Annual International Conference on Architecture and Civil Engineering (ACE 2018). Global Science and Technology Forum, 2018. http://dx.doi.org/10.5176/2301-39x_ace18.136.

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Moon, Kyoung Sun. "Practical Design Guidelines for Steel Diagrid Structures." In Architectural Engineering Conference (AEI) 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41002(328)34.

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Küçük, Mustafa, and Halil Ibrahim Arslan. "Investigation of Diagrid Structures Over Gherkin Tower." In 3rd International Conference of Contemporary Affairs in Architecture and Urbanism. Alanya Hamdullah Emin Paşa Üniversitesi, 2020. http://dx.doi.org/10.38027/n12020iccaua316291.

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Onoda, Yuichi, Masato Uchita, Minako Tokizaki, and Hitoshi Okazaki. "Evaluation of Detectability of Pump/Diagrid Link Rupture in Pool-Type Sodium-Cooled Fast Reactor." In 2022 29th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/icone29-91688.

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Abstract The safety analyses were carried out to confirm the sufficiency of the function of the plant protection system against the pump/diagrid link rupture. The target plant is a pool-type SFR of about 600 MWe class equipped with an axially homogeneous core currently under development in Japan. In the pool-type SFR, the primary system piping connects primary pump and the high-pressure sodium plenum located at the inlet of fuel sub-assemblies and called “pump/diagrid link”. Because this piping is submerged in the reactor vessel, it is difficult to detect small scale sodium leakage in this piping, and thus a certain large pipe break like guillotine should be assumed and evaluated as a design basis event. In order to confirm the detectability of pump/diagrid link rupture by safety protection system signals, a series of analyses of the guillotine break for a pump/diagrid link were carried out. Sensitivity study had also been performed to consider the uncertainty of the reactivity coefficient in the analyses. The sufficiency of the function of the plant protection system against the pump/diagrid link rupture was confirmed by the analysis results that at least two signals are transmitted for the detection of the event, which is the development target of the plant protection system in pool-type SFR.
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Bellamy, Amanda B., Jonathan Boustani, Christoph Brehm, and Mariantonieta Gutierrez Soto. "Towards resilient adaptive origami-inspired diagrid building envelope." In Active and Passive Smart Structures and Integrated Systems XIII, edited by Alper Erturk. SPIE, 2019. http://dx.doi.org/10.1117/12.2514132.

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Manookare, S. Gowre, and A. Vasan. "Topology Optimization of Diagrid Structures Using Differential Evolution." In ASCE India Conference 2017. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784482032.064.

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Akkoyunlu, Tahir. "Parametric BIM Façade Module Development For Diagrid Twisted Structures." In 34th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2018. http://dx.doi.org/10.22260/isarc2018/0149.

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"Mechanical Performance of High-Rise Twisted Diagrid Tube Structure System." In 6th Annual International Conference on Architecture and Civil Engineering (ACE 2018). Global Science and Technology Forum, 2018. http://dx.doi.org/10.5176/2301-394x_ace18.191.

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Arora, Ritu, Kevin Chen, Madhav Gupta, Steven Clark, and Carol Song. "Leveraging DiaGrid hub for interactively generating and running parallel programs." In the 2015 XSEDE Conference. New York, New York, USA: ACM Press, 2015. http://dx.doi.org/10.1145/2792745.2792789.

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Reports on the topic "Diagrid"

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Liss, S. A. Rose diagram program. Alaska Division of Geological & Geophysical Surveys, 1991. http://dx.doi.org/10.14509/1482.

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Benotman, Hisham. Multiple Diagram Navigation. Portland State University Library, March 2020. http://dx.doi.org/10.15760/etd.7299.

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Edgar, Alexander Steven, Justine H. Yang, and Dali Yang. Nitroplasticizer-water phase diagram. Office of Scientific and Technical Information (OSTI), October 2018. http://dx.doi.org/10.2172/1477598.

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Mayberry, J., S. Stelle, M. O`Brien, M. Rudin, J. Ferguson, and J. McFee. Mixed wasted integrated program: Logic diagram. Office of Scientific and Technical Information (OSTI), November 1994. http://dx.doi.org/10.2172/29376.

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Zhang, J. M., W. W. Chen, B. Dunn, and A. J. Ardell. Phase Diagram Studies of ZnS Systems. Fort Belvoir, VA: Defense Technical Information Center, September 1988. http://dx.doi.org/10.21236/ada198983.

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Burakovsky, Leonid, Samuel Baty, and Dean Preston. Ab Initio Phase Diagram of Tungsten. Office of Scientific and Technical Information (OSTI), December 2020. http://dx.doi.org/10.2172/1739915.

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Anagnostopoulos, K. N., M. J. Bowick, and S. M. Catterall. The phase diagram of crystalline surfaces. Office of Scientific and Technical Information (OSTI), September 1995. http://dx.doi.org/10.2172/176799.

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Carbon, S. L., and E. J. Piard. Weight diagram construction of Lax operators. Office of Scientific and Technical Information (OSTI), October 1991. http://dx.doi.org/10.2172/5814417.

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Carbon, S. L., and E. J. Piard. Weight diagram construction of Lax operators. Office of Scientific and Technical Information (OSTI), October 1991. http://dx.doi.org/10.2172/10127379.

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Singer, S., and A. Simon. EEBHub Building 101 Sankey Diagram Energy Analysis. Office of Scientific and Technical Information (OSTI), January 2013. http://dx.doi.org/10.2172/1062226.

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