Fuller Geodesic Dome

Total Page：16

File Type：pdf, Size：1020Kb

THE MUSEUM OF MODERN ART n WEST 53 STREET. NEW YORK 19. N. Y. rtLlPHONl: CIICLI S-t90« 2°* I ,, « , rtwr"wn For Immediate Release June 20, 1959 A geodesic dome of translucent plastic and an aluminum "space frame", both de signed by the mathematician-philosopher-engineer R. Buckminster Fuller, will be erected in the Museum of Modern Art's outdoor exhibition area, Arthur Drexler, Director of the Museum's Department of Architecture and Design announced today* The exhibition will remain on view throughout the summer. Called an octet truss by its designer, the "space frame" is made of two inch diameter aluminum tubes anodized gold. It is 100 feet long and 3k feet wide, held 25 feet above the ground on a single off-center support. This struc ture will demonstrate principles of space frame engineering which make possible enormous spans and cantilevers with light weight materials and a minimum number of vertical supports. The exhibition structure is co-sponsored by Aluminium Limited, a leading aluminum producer. This will be the first large-scale dem onstration of the octet truss for a horizontal span and vertical support. The geodesic dome has been lent to the exhibition by the Lincoln Laboratory at Massachusetts Institute of Technology, which developed and tested the struc ture for use by the Air Force as radar stations. It is constructed entirely of triangular plastic pans bolted together, combining in one structural unit the functions of supporting element and enclosing surface. Opening and closing dates for the exhibition will be announced at the end of June. For additional information please contact Elizabeth Shaw, Publicity Director, Museum of Modern Art, 11 West 53 Street, New York City. .CI 5-8900 ^^tU^^ '"fosaZ^U* fi*Jr- [Palo*' * -J/^Z^t^C^c-^v^ .

Copy Link

Recommended publications

Chassis Design for SAE Racer
University of Southern Queensland Faculty of Engineering and Surveying Chassis Design for SAE Racer A dissertation submitted by: Anthony M O’Neill In fulfilment of the requirements of ENG 4111/2 Research Project Towards the degree of Bachelor of Engineering (Mechanical) Submitted: October 2005 1 Abstract This dissertation concerns the design and construction of a chassis for the Formula SAE-Aust race vehicle – to be entered by the Motorsport Team of the University of Southern Queensland. The chassis chosen was the space frame – this was selected over the platform and unitary styles due to ease of manufacture, strength, reliability and cost. A platform chassis can be very strong, but at the penalty of excessive weight. The unitary chassis / body is very expensive to set up, and is generally used for large production runs or Formula 1 style vehicles. The space frame is simple to design and easy to fabricate – requiring only the skills and equipment found in a normal small engineering / welding workshop. The choice of material from which to make the space frame was from plain low carbon steel, AISI-SAE 4130 (‘chrome-moly’) or aluminium. The aluminium, though light, suffered from potential fatigue problems, and required precise heat / aging treatment after welding. The SAE 4130, though strong, is very expensive and also required proper heat treatment after welding, lest the joints be brittle. The plain low carbon steel met the structural requirements, did not need any heat treatments, and had the very real benefits of a low price and ready availability. It was also very economical to purchase in ERW (electric resistance welded) form, though CDS (cold drawn seamless) or DOM (drawn over mandrel) would have been preferable – though, unfortunately, much more expensive.
[Show full text]
Structural Design of a Geodesic-Inspired Structure for Oculus: Solar Decathlon Africa 2019
Structural Design of a Geodesic-inspired Structure for Oculus: Solar Decathlon Africa 2019 A Major Qualifying Project submitted to the faculty of WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Bachelor of Science Submitted By: Sara Cardona Mary Sheehan Alana Sher December 14, 2018 Submitted To: Tahar El-Korchi Nima Rahbar Steven Van Dessel Abstract The goal of this project was to create the structural design for a lightweight dome frame structure for the 2019 Solar Decathlon Africa competition in Morocco. The design consisted of developing member sizes and joint connections using both wood and steel. In order to create an innovative and competitive design we incorporated local construction materials and Moroccan architectural features. The result was a structure that would be a model for geodesic inspired homes that are adaptable and incorporate sustainable features. ii Acknowledgements Sincere thanks to our advisors Professors Tahar El-Korchi, Nima Rahbar, and Steven Van Dessel for providing us with feedback throughout our project process. Thank you to Professor Leonard Albano for assisting us with steel design and joint design calculations. Additionally, thank you to Kenza El-Korchi, a visiting student from Morocco, for helping with project coordination. iii Authorship This written report, as well as the design development process, was a collaborative effort. All team members, Sara Cardona, Mary Sheehan, and Alana Sher contributed equal efforts to this project. iv Capstone Design Statement This Major Qualifying Project (MQP) investigated the structural design of a lightweight geodesic-dome inspired structure for the Solar Decathlon Africa 2019 competition. The main design components of this project included: member sizing and verification using a steel and wood buckling analysis, and joint sizing using shear and bearing analysis.
[Show full text]
Design Method for Adaptive Daylight Systems for Buildings Covered by Large (Span) Roofs
Design method for adaptive daylight systems for buildings covered by large (span) roofs Citation for published version (APA): Heinzelmann, F. (2018). Design method for adaptive daylight systems for buildings covered by large (span) roofs. Technische Universiteit Eindhoven. Document status and date: Published: 12/06/2018 Document Version: Publisher’s PDF, also known as Version of Record (includes final page, issue and volume numbers) Please check the document version of this publication: • A submitted manuscript is the version of the article upon submission and before peer-review. There can be important differences between the submitted version and the official published version of record. People interested in the research are advised to contact the author for the final version of the publication, or visit the DOI to the publisher's website. • The final author version and the galley proof are versions of the publication after peer review. • The final published version features the final layout of the paper including the volume, issue and page numbers. Link to publication General rights Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. • Users may download and print one copy of any publication from the public portal for the purpose of private study or research. • You may not further distribute the material or use it for any profit-making activity or commercial gain • You may freely distribute the URL identifying the publication in the public portal.
[Show full text]
Now on View in the Entrance of Art Los Angeles Contemporary, Ramada Santa Monica Is the Fourth Iteration in Mark Hagen's Serie
Now on view in the entrance of Art Los Angeles Contemporary, Ramada Santa Monica is the fourth iteration in Mark Hagen’s series of space frame installations—this time housing the catalog of materials from independent publisher Artbook | D.A.P. Aluminum triangles join into modular architectural units, towering floor to ceiling and enclosing a corner of the lobby, where polished fossils (in fact fossilized feces) act as bookends. We've seen the future and we're not going titles Hagen’s 2012 space frame work, that one affixed with rough slabs of obsidian. The pleasure of this uneasy pairing springs from its clever twinning of aesthetics and eras of technology: the irregular cuts of obsidian with the uniformity of the space frame, the material of prehistoric weaponry with the template for 1950s modular design. We’ve seen the future and we’re not going both rejects technological accelerationism and admits a melancholic truth: our utopian techno-future simply has not come. This ambivalence about technology, the failure of positivism to deliver on its promises, animates Hagen’s space frame sculptures, as they call out to (and become implicated in) the sinister evolution of the form. In the middle of the twentieth century, space frames were perfected by utopian architect Buckminster Fuller in his geodesic domes. Now, luxury car manufactures including Audi and Lamborghini advertise their use of the space frame, testifying to the recherché design. This evolution is unsurprising. Buckminster Fuller’s ideals of totalizing efficiency as well as neologisms like “synergy” find exquisite expression in corporate management; the hippie communes founded on his principles collapsed within the decade.
[Show full text]
Review on Study of Space Frame Structure System
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 04 | Apr 2020 www.irjet.net p-ISSN: 2395-0072 Review on Study of Space Frame Structure System S. A. Ashtul1, S. N. Patil2 1PG Student, Department of Civil Engineering 2Assistant Professor, Department of Civil Engineering, Rajarambapu Institute of Technology, Maharashtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - In the last few decades there was continuous these techniques concrete slab over the top chord which development in the construction industry. Mankind is always enhances the compression capacity and shows better attempted to utilize the maximum space for the structure. The performance of space frame structure [10]. need for modern structures is to achieve a large clear span The present paper focuses on the basic concept of a space with the economy. Now-days it is observed that there is a frame system. And also on the studies carried out by several growing interest in space frame systems. A space frame is a 3D researchers for understanding the structural behavior of the structural system in which well-organized linear axial space frame system by considering various parameters. elements are put together for the uniform distribution of forces. The main purpose to use these systems is to cover a large span area and giving a pleasant appearance to the 2. SPACE FRAME SYSTEM structure. Also, the space frames are light in weight and can easily be transported to the site. The objective of this paper is 2.1 Introduction to present the detailed concept of space frame systems and applications of these systems.
[Show full text]
University of Cincinnati
UNIVERSITY OF CINCINNATI _____________ , 20 _____ I,______________________________________________, hereby submit this as part of the requirements for the degree of: ________________________________________________ in: ________________________________________________ It is entitled: ________________________________________________ ________________________________________________ ________________________________________________ ________________________________________________ Approved by: ________________________ ________________________ ________________________ ________________________ ________________________ Prefabricating Home A Compelling Case for Quality in Manufactured Housing A thesis submitted to the Division of Research and Advanced Studies of the University of Cincinnati in partial fulfillment of the requirements for the degree of Master of Architecture A presentation of research conducted in the School of Architecture and Interior Design of the College of Design, Architecture, Art, and Planning. May, 2003 by Matthew A. Spangler Bachelor of Science in Architecture, University of Cincinnati, 2001 Committee: Barry Stedman, Ph.D., Chair Michael McInturf, AIA David Edelman, Ph.D. Abstract Statement of Purpose The mobile home evolved as a low-cost alternative to site-built housing from the fusion of prefabricated housing systems and travel trailers. Low-income families adopted it as a viable form of affordable home ownership, and for several decades manufactured housing remained dedicated to this market. Twenty years ago the design
[Show full text]
AN ANTHOLOGY of STRUCTURAL MORPHOLOGY Copyright © 2009 by World Scientific Publishing Co
7118tp.indd 1 12/19/08 9:48:14 AM This page intentionally left blank edited by René Motro Université Montpellier 2, France World Scientific N E W J E R S E Y • LONDON • SINGAPORE • BEIJING • SHANGHAI • H O N G K O N G • TAIPEI • CHENNAI 7118tp.indd 2 12/19/08 9:48:16 AM Published by World Scientific Publishing Co. Pte. Ltd. 5 Toh Tuck Link, Singapore 596224 USA office: 27 Warren Street, Suite 401-402, Hackensack, NJ 07601 UK office: 57 Shelton Street, Covent Garden, London WC2H 9HE British Library Cataloguing-in-Publication Data A catalogue record for this book is available from the British Library. AN ANTHOLOGY OF STRUCTURAL MORPHOLOGY Copyright © 2009 by World Scientific Publishing Co. Pte. Ltd. All rights reserved. This book, or parts thereof, may not be reproduced in any form or by any means, electronic or mechanical, including photocopying, recording or any information storage and retrieval system now known or to be invented, without written permission from the Publisher. For photocopying of material in this volume, please pay a copying fee through the Copyright Clearance Center, Inc., 222 Rosewood Drive, Danvers, MA 01923, USA. In this case permission to photocopy is not required from the publisher. Desk Editor: Tjan Kwang Wei ISBN-13 978-981-283-720-2 ISBN-10 981-283-720-5 Printed in Singapore. KwangWei - An Anthology.pmd 1 6/2/2009, 9:09 AM PREFACE Which definition could be provided for the expression “Structural Morphology”? This interrogation was the first one when Ture Wester, Pieter Huybers, Jean François Gabriel and I decided to submit a proposal of working group to the executive council of the International Association for Shells and Spatial Structures.
[Show full text]
The Eden Project the Project
the eden project the project The Eden Project, situated in Cornwall– southern west tip of England, is the world’s largest green house and was open to public in 2001. The complex encompasses a series of domes which have plant species from all around the world, with each dome emulating a natural biome. Client: The Eden Project Size: 23,000 sq.m / 247,480 sq. ft Completion: March 2001 Cost: £ 160 millions / $ 239 millions Structural Engineer: Anthony Hunt Associates Services Engineer: Arup Cost Consultant: Davis Langdon and Everest Main Contractor: McAlpine Joint Venture fact file The complex consists of: • Entrance and the visitor centre • Humid topic Biome (HTB) • Warm Temperature Biome (WTB) • The Link the complex structural concept geodesic dome Geodesic Dome is a spherical space frame which transfers the loads to its support by a network of linear elements arranged in a spherical dome. All the members in the geodesic dome are in direct stress (tension or compression). The geodesic dome is developed by dividing platonic polyhedrons. The loads are transferred to the support points by axial forces (tension and compression) in the frame members. Under uniform loading in a hemisphere geodesic dome, all upper members those about approx 45 degrees will be in compression, lower near horizontal members will be in tension, while near vertical members will be in compression. Hemisphere domes generate a small amount of outward thrust. Quarter sphere domes generate considerable outward thrust that must be resisted by buttresses or a tension ring. Three quarters sphere domes develop inward thrust which must be resisted by the floor slab or a compression ring.
[Show full text]
(RE)Covering Shelter: Enhancing Structural Design Pedagogy by Designing for Disaster Relief
(RE)Covering Shelter: Enhancing Structural Design Pedagogy by Designing for Disaster Relief The pedagogical model for teaching structural design to architecture students can be enhanced with the inclusion of design-based exercises that are purposefully constrained by programmatically justifiable and technically specific lim- its, like those found in design of disaster relief shelters. URGENT CONDITIONS & EXPANDED OPPORTUNITIES Thirty million people on average are displaced each year by natural disasters Rob Whitehead resulting in an acute worldwide demand for effective relief shelters.1 These Iowa State University prolific and persistent humanitarian crises pose a myriad of daunting opera- tional and design challenges, particularly the need to immediately shelter a significant number of people in diverse locations using relatively limited resources. As a result of these constrained conditions, these structures must be designed with an elevated level of purposefulness and efficiency. Relief operations rely heavily upon the availability and usefulness of shelters, expecting more from the design than just basic protection.2 Specifically, shelters must strive to be: structurally efficient yet strong, durable and secure; efficiently fabricated, packaged, and transported to remain affordable and accessible; easily assembled and disassembled by a non-traditional workforce under difficult site conditions; and accommodat- ing to a variety of uses and operations. Unfortunately, many of these convergent programmatic goals may be in rel- ative opposition to each other (e.g., an affordable shelter may not be very durable, an efficient structure may not be easily assembled, etc.). In order to determine the relative importance of each seemingly paradoxical factor, a technically rigorous and comprehensively considered reiterative design pro- cess must be undertaken.
[Show full text]
Overview of Tensegrity – Ii : High Frequency Spheres
Engineering MECHANICS, Vol. 21, 2014, No. 6, p. 437–449 437 OVERVIEW OF TENSEGRITY – II : HIGH FREQUENCY SPHERES Yogesh Deepak Bansod*, Jiˇr´ıBurˇsa* The paper continues the overview of tensegrity, part I of which deals with the funda- mental classification of tensegrities based on their topologies. This part II focuses on special features, classification and construction of high frequency tensegrity spheres. They have a wide range of applications in the construction of tough large scale domes, in the field of cellular mechanics, etc. The design approach of double layer high fre- quency tensegrities using T-tripods as compresion members for interconnecting the inner and outer layers of tendons is outlined. The construction of complicated single and double bonding spherical tensegrities using a repetitive pattern of three-strut octahedron tensegrity in its flattened form is reviewed. Form-finding procedure to design a new tensegrity structure or improve the existing one by achieving the desired topology and level of prestress is discussed at the end. The types of tensegrities, their configurations and topologies studied in both parts of this overview paper can be helpful for their recognition in different technical fields and, consequently, can bring their broader applications. Keywords : double layer tensegrity, high frequency, T-tripod, form-finding 1. Introduction Sphere-like tensegrity structures are needed in a number of applications. High-frequency spheres represent geodesic shapes created on the basis of principal polyhedrons (see Fig. 1) but composed of a greater number of members. Many methods have been developed for disintegrating the basic polyhedral form into a larger number of components.
[Show full text]
Infinite Space
Reprint from July 2011 © Media Ten, Ltd. www.B2science.com megastructures Infinite space By Douglas Murphy The climate of cultural rebellion in the late 60s could be felt in architec- ture, with all kinds of radical groups trying to shake up the orthodoxy. In Today the space frame lurks quietly behind the skins of buildings by many cases this was visible in a reaction against the monolithic concrete Frank Gehry and Zaha Hadid, as well as regional shopping centres, but in architecture inherited from the heroic modernists, which was seen as op- the 1960s it was central to architects’ visions of utopian megastructures pressive and incapable of change. Instead, and in line with the rise of mass and a future of unlimited expansion. consumer culture, radical architects were in favour of notions of greater freedom and choice through electronic high-technology. Space frames Sometimes structural elements come to define an entire period and at- were the embodiment of qualities that Reyner Banham discussed in his titude to architecture. The Romans set their own architecture against its book Megastructures: they were modular, capable of unlimited expansion, Greek precedents by deploying the arch and the dome, while medieval gothic is instantly recognisable by its gymnastic flying buttresses. In the case of the utopian megastructures of the 1960s and 70s, the architectural element that perhaps best embodies the values of the period is the space frame. In technical terms, the space frame is a modular structure made up of at least two gridded layers of interlocking struts in geometric arrangement. The structural advantage of a space frame is that, because it is strong in all directions, it can span large areas with very little material, and can in theory be extended indefinitely in any direction.
[Show full text]
CHICAGO: VISION for the FUTURE Hyperconnected Infrastructure
CHICAGO: VISION FOR THE FUTURE Hyperconnected Infrastructure Table of Contents ii Preface 1 Introduction 4 System Elements 4 E Plurbis Unim 8 Water Cycling 13 Clean Energy 17 Waste Cycling 22 Intelligent Infrastructure 28 Utility Main 35 Lifecycle Construction 39 Research Consortium 42 Community Development 45 Beautiful Spaces 49 Co-Creation for the Future Vision | Chicago Infrastructure Hyperconnected 53 Virtual Spaces 57 MyInfrastructure 61 Urban Explorer 64 Emergency Network 70 Emergency Response 75 Conclusion 78 References Appendix i Preface The Project “Atnoperiodinitshistoryhasthecitylooked 1909 marks the Centennial of Daniel H. Burnham’s farenoughahead.Themistakesofthepast and Edward H. Bennett’s 1909 Plan of Chicago. shouldbewarningsforthefuture.Therecan The Burnham Plan, as it become known, redirected benoreasonablefearlestanyplansthat Chicago’s development from disorganized industrial maybeadoptedshallprovetoobroadand and commercial growth to a planned movement comprehensive.Thatideamaybedismissed toward the “city beautiful”. Along the way, Chicago asunworthyofamoment’sconsideration. became a green city with a necklace of parks and Ratherletitbeunderstoodthatthebroadest boulevards recognized around the world for its planswhichthecitycanbebroughttoadopt beauty. The Burnham Plan challenged Chicago’s todaymustproveinadequateandlimited leaders to arrest the uncontrolled development beforetheendofthenextquarterofacentury. that characterized the late 19th and early 20th Themindofman,atleastasexpressedin centuries. Challenged by Burnham,
[Show full text]