Estrategias De Diseño Estructural En La Arquitectura Contemporánea El Trabajo De Cecil Balmond

Total Page:16

File Type:pdf, Size:1020Kb

Estrategias De Diseño Estructural En La Arquitectura Contemporánea El Trabajo De Cecil Balmond Tesis doctoral Estrategias de diseño estructural en la arquitectura contemporánea El trabajo de Cecil Balmond. Por Alejandro Bernabeu Larena Ingeniero de Caminos, Canales y Puertos Ingénieur des Ponts et Chaussées presentada en el Departamento de Estructuras de Edificación Escuela Técnica Superior de Arquitectura Universidad Politécnica de Madrid Madrid, 2007 Director: Ricardo Aroca Hernández-Ros Catedrático de Proyectos, Diseño y Cálculo de Estructuras III Departamento de Estructuras de Edificación Escuela Técnica Superior de Arquitectura Universidad Politécnica de Madrid Resumen Resumen. Si en épocas anteriores las posibilidades y los desarrollos arquitectónicos estuvieron marcados por condicionantes técnicos, constructivos y económicos, actualmente estos factores han dejado de ser determinantes, generando una situación de libertad arquitectónica prácticamente total en la que casi cualquier planteamiento formal puede ser resuelto y construido. El origen y desarrollo de nuevas formas estructurales y arquitectónicas en los siglos XIX y XX estuvo íntimamente ligado a la aparición de nuevos materiales y sistemas estructurales. En contraste, el origen de las formas fracturadas, informes y angulosas que caracterizan la arquitectura de finales del siglo XX y comienzo del XXI no se debe a la aparición de nuevos materiales, sino al extraordinario desarrollo tecnológico de las técnicas auxiliares de proyecto y ejecución, a la profundización del entendimiento estructural y a la mejora de las propiedades de los materiales estructurales conocidos, así como al menor peso que actualmente tienen los factores económicos en el proyecto. Este nuevo contexto arquitectónico ha modificado radicalmente los parámetros que rigen el papel de la estructura en el proyecto y la relación entre ingenieros y arquitectos, planteando la cuestión sobre si los ingenieros pueden y deben adoptar una posición creativamente activa, proponiendo nuevos sistemas y estrategias de diseño estructural que permitan guiar la nueva libertad formal adquirida por los arquitectos. Para dar respuesta a esta cuestión, defendiendo el potencial compositivo y formal de la estructura resistente en la arquitectura contemporánea, se propone un análisis en tres niveles. Por una parte se plantea un estudio razonado de los antecedentes históricos de la relación ingenieros – arquitectos, identificando los principales aspectos que han influido históricamente en la evolución de esta relación y analizando detalladamente en particular el trabajo de los ingenieros que establecieron las bases de colaboración con arquitectos en Gran Bretaña en la segunda mitad del siglo XX. Se define así el marco en el que se sitúa el trabajo de los ingenieros contemporáneos, destacando los principales planteamientos y estrategias desarrolladas por otros ingenieros precedentes, a fin de establecer una serie de referencias que permitan comparar y valorar las propuestas actuales. En segundo lugar se analiza y valora el trabajo desarrollado por el ingeniero Cecil Balmond, de especial relevancia en el contexto arquitectónico y estructural actual al haber colaborado con algunos de los arquitectos contemporáneos de mayor influencia y repercusión, y representar una posición extrema de reivindicación del papel activo del ingeniero en el diseño del proyecto. A partir de este estudio razonado se plantea el tercer nivel de análisis, en el que se establecen cuatro estrategias de diseño estructural que permiten dotar de rigor, coherencia e integridad conceptual a las formas libres de la arquitectura contemporánea, desarrollando herramientas de iii Estrategias de diseño estructural en la arquitectura contemporánea. diseño que abren vías de investigación capaces de sugerir nuevos planteamientos formales y conceptuales, ampliando el abanico de posibilidades proyectuales. Las cuatro estrategias propuestas son: alteración de la estructura, optimización de la estructura, identificación de estructura y cerramiento, y definición algorítmica de la estructura. Estos sistemas son resultado en gran medida de dos procesos paralelos, que se superponen y relacionan entre sí: el paso de la organización a la arbitrariedad en la ordenación de la estructura, y el proceso de localización, relación e identificación de la estructura con la envolvente exterior. En primer lugar, las posibilidades técnicas y constructivas actuales hacen que no sea necesario unificar y ordenar los órdenes estructurales, lo que ha propiciado un proceso de distorsión del orden arquitectónico clásico y los sistemas estructurales tradicionales. Así, las estructuras alteradas encuentran en estas distorsiones el recurso con el que sorprender y provocar intencionadamente al espectador, definiendo sistemas poco frecuentes y espacios desconcertantes que no le dejan en modo alguno indiferente. Este deseo de provocación se vuelve más sutil en las estructuras optimizadas, que se apoyan en la optimización del funcionamiento de la estructura para alterar justificadamente la configuración del proyecto, planteando nuevas formas y sistemas de gran complejidad. Finalmente, el empleo de algoritmos en la definición y configuración de los proyectos supone la culminación de este proceso, ofreciendo el último argumento con el que plantear de manera justificada la generación de formas distorsionadas, relacionando además este proceso con los órdenes matemáticos y geométricos que rigen muchas de las formas y los fenómenos de la naturaleza. Por otra parte se ha producido recientemente en la arquitectura un interés por la vuelta de la estructura a la piel del edificio, identificando nuevamente estos dos elementos –estructura resistente y piel exterior-, que el movimiento moderno había disociado. Las estructuras contenedoras exploran el potencial de esta identificación, que ofrece una relación inequívoca entre forma y estructura, garantizando que no existe desvinculación posible entre el espacio interior y el volumen exterior, a la vez que define un nuevo modelo arquitectónico que plantea la estructura como un contenedor capaz de albergar cualquier uso y cualquier función. Finalmente, la aplicación de estas estrategias y el desarrollo del potencial compositivo y formal de la estructura en la arquitectura contemporánea implican una forma de trabajar y un planteamiento del proceso de diseño determinados, basados en la colaboración y la complementariedad en los sistemas de trabajo y en la concepción evolutiva e integradora de los procesos de diseño. El resultado son sistemas de colaboración multiplicadora en los que a los conceptos y los intereses formales del arquitecto se unen los planteamientos y las estrategias estructurales del ingeniero, definiendo conjuntamente un proyecto que es mucho más que la suma de arquitectura y estructura. iv Abstract Abstract. Architectural developments of other times were limited by technical, construction and economical factors. Nowadays these conditions are not so important, creating a situation of architectural freedom where almost any imaginable shape can be solved and built. The origin and development of new structural and architectural shapes during the nineteenth and twentieth centuries is deeply linked to the introduction of new structural systems and materials. In opposition, the fractured, formless and twisted shapes that characterise the architecture of the end of the twentieth century and of today are not based on the development of new materials or systems. Indeed, these new shapes of contemporary architecture have been possible because of the extraordinary technological development in the auxiliary design and construction techniques, the profound structural knowledge, the improvement of the properties and characteristics of the existing materials, and to the lesser importance of the economical factors during the design process of projects. This new architectural context has radically changed the parameters that determine the role of the structure in the project and the relationship between engineers and architects. The question arising now is whether engineers shall adopt a creative role in the project design, proposing new systems and structural design strategies to guide the new architectural freedom. To answer this question, considering the composition and creative potential of the structure in the contemporary architecture, a three-level analysis is proposed. First of all, a reasoned research is made about the historical precedents of the relationship between engineers and architects, identifying the main factors of the historical evolution of this relationship and analysing in detail the work of the main engineers that established the collaboration with architects in Great Britain in the second half of the twentieth century. The purpose is to establish the framework where the work of contemporary engineers takes place, highlighting the main proposals and strategies developed by precedent engineers, in order to establish a number of references to compare and value current proposals. Secondly, the work of the engineer Cecil Balmond is analysed in detail, since his proposals are of great importance in the contemporary architectural and structural context. He has collaborated with some of the most important and influential architects of nowadays, and represents an extreme position claming the creative role of engineers in the project design. Starting from these studies, the third level of analysis establishes four structural design strategies that provide the necessary rigor, consistency and conceptual integrity to the free shapes of contemporary
Recommended publications
  • Jesus College Cambridge
    Rustat Conferences - Jesus College Cambridge Infrastructure & the Future of Society Energy, Cities and Water Proceedings of the third Rustat Conference Jesus College, Cambridge 10 June 2010 Dr Ruchi Choudhary Lecturer in Engineering University of Cambridge For more information please contact: Rustat Conferences Jesus College Cambridge CB5 8BL Tel 01223 328316 [email protected] www.rustat.org Infrastructure & the Future of Society - Rustat Conference - Jesus College, Cambridge 1 Infrastructure and the Future of Society Energy, Cities & Water Rustat Conference - Jesus College, Cambridge 10 June, 2010 Roundtable discussion at the Rustat Conference Rustat Conference registration in the Prioress’s Room, Jesus College, Cambridge Infrastructure & the Future of Society - Rustat Conference - Jesus College, Cambridge 2 Contents Infrastructure and the Future of Society - Conference Agenda 4 Rustat Conferences – Background and Overview 5 Acknowledgements 6 Infrastructure and the Future of Society – Conference Participants 7 Session I What are the Critical Infrastructure Challenges facing Society over the Next Half Century? 10 Session II Infrastructure for Energy Security – Nuclear, Low Carbon, and Renewables 12 Session III Infrastructure for Cities and the Built Environment of the Future 16 Session IV Financing the Infrastructure of the Future 20 Session V Infrastructure for the Secure Supply of Water 23 Appendix Participant Profiles 26 Infrastructure & the Future of Society - Rustat Conference - Jesus College, Cambridge 3 Infrastructure and the Future
    [Show full text]
  • Frei Otto and the Development of Gridshells
    Case Studies in Structural Engineering 4 (2015) 39–49 Contents lists available at ScienceDirect Case Studies in Structural Engineering journal homepage: www.elsevier.com/locate/csse Short communication Frei Otto and the development of gridshells Ian Liddell The Old Vicarage, Sudbury, Suffolk, United Kingdom a r t i c l e i n f o a b s t r a c t Article history: The innovative architect, Frei Otto, developed the concept of gridshells which could be Received 2 June 2015 designed by a funicular modelling method and constructed from an equal mesh net of Accepted 7 August 2015 timber laths bent into the planned shape. In 1970 this technique was used to construct a Available online 20 August 2015 2 9000 m curved roof structure from 5 cm square timber laths. This paper summarises the design and engineering work that went into the construction of this remarkable building. Keywords: © 2015 The Authors. Published by Elsevier Ltd. This is an open access article under the CC Timber BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). Gridshells Formfinding Testing Analysis Connections 1. Introduction Frei Otto, who was born in Berlin on 31.05.1925 and died on the 09.03. 2015, was one of the most innovative people working in architecture from 1950 to 1990. He was the son and grandson of stonemasons and sculptors but spent most of his free hours in his youth building model planes and gliders. He was drafted into the German air force towards the end of the second world war and ended up in a prisoner of war camp at Chartres where he was in charge of repairing bridges and buildings without much materials.
    [Show full text]
  • The Physical Model As Means of Projective Inquiry in Structural Studies. the Paradigm of Architectural Education
    Research Collection Doctoral Thesis The Physical Model as Means of Projective Inquiry in Structural Studies. The Paradigm of Architectural Education. Author(s): Vrontissi, Maria Publication Date: 2018 Permanent Link: https://doi.org/10.3929/ethz-b-000290314 Rights / License: In Copyright - Non-Commercial Use Permitted This page was generated automatically upon download from the ETH Zurich Research Collection. For more information please consult the Terms of use. ETH Library DISS. ETH NO.24839 The Physical Model as Means of Projective Inquiry in Structural Studies. The Paradigm of Architectural Education MARIA VRONTISSI PROF. DR. JOSEPH SCHWARTZ PROF. DR. TONI KOTNIK ETH Zurich 2018 DISS. ETH NO.24839 THE PHYSICAL MODEL AS MEANS OF PROJECTIVE INQUIRY IN STRUCTURAL STUDIES. THE PARADIGM OF ARCHITECTURAL EDUCATION A thesis submitted to attain the degree of DOCTOR OF SCIENCES of ETH ZURICH (Dr. sc. ETH Zurich) presented by MARIA VRONTISSI Dipl.Arch., National Technical University of Athens M.Des.S., Harvard University born on 04.06.1970 citizen of Greece accepted on the recommendation of PROF. DR. JOSEPH SCHWARTZ PROF. DR. TONI KOTNIK 2018 ‐ 1 ‐ ‐ 2 ‐ ABSTRACT Engaging in the discussion on the shortage of structural design creativity, the present study advocates for the potential of the physical model as a tool for conceptual structural studies (*) of a synthetic rationale. The work embraces a trans‐disciplinary mode of discourse, seeking to outline a theoretical framework and propose a relevant methodological means for the structural design inquiry. Within this context, fundamental concepts borrowed from design and visual studies are introduced across two representative case‐studies from the structural and architectural realm to highlight the synthetic component of structural studies and the conceptual aspect of the physical model.
    [Show full text]
  • RAE Annual Review
    Bankers National Westminster Bank plc Charing Cross, London Branch PO Box 113 Cavell House 2a Charing Cross Road London WC2H OPD Solicitors Bristows 100 Victoria Embankment London EC4Y 0DH Auditors PKF (UK) LLP Farringdon Place 20 Farringdon Road, London EC1M 3AP Investment Advisers OLIM Limited Pollen House Annual Review 10-12 Cork Street The Royal Academy of Engineering promotes The Royal Academy of Engineering London W1X 1PD excellence in the science, art and practice of 3 Carlton House Terrace, London SW1Y 5DG engineering. Tel: 020 7766 0600 Fax: 020 7930 1549 Registered charity number 293074 www.raeng.org.uk 2011/2012 Engineering Strategic Priorities the Future Competing in the global economy For the engineering leaders of tomorrow A series of debates Two lectures by Lord Browne of Madingley President, The Royal Academy of Engineering 2006-2011 As the UK’s national academy for engineering, we bring together the most successful and talented engineers from across the engineering sectors for a shared purpose: to advance and promote excellence in engineering. We provide analysis and policy support to promote the UK’s role as a great place from which to do business. We take a lead on engineering education and we invest in the UK’s world class A selection of Academy and research base to underpin innovation. We work to improve public awareness and understanding Engineering the Future publications of engineering. We are a national academy with a global outlook and use our international partnerships to ensure that the UK benefi ts from international networks, expertise and investment. 2011/2012 Nuclear Construction Lessons LearnedLessons Learned The Academy’s work programmes are driven by four strategic challenges, each of which provides a key Guidance on bestBest practice:Practice: weldingWelding contribution to a strong and vibrant engineering sector and to the health and wealth of society.
    [Show full text]
  • Architectural Engineers
    OTHMAR AMMAN WILLIAM F. BAKER RICHARD BAUM ARCHITECTURAL HORST BERGER IRWIN CANTOR FIONA COUSINS ENGINEERS PETER FLACK ROGER FRECHETTE BUCKMINISTER OF THE 20TH & 21ST CENTURY FULLER DAVID GEIGER MYRON GOLDSMITH JOHN HENNESSY NORMAN KURTZ SILVIAN MARCUS MARVIN UNDERGRADUATE RESEARCH PROJECT MASS LESLIE ROBERTSON HERBERT ROTHMAN SPRING 2008 HAND SCHOBER RICHARD ToMASETTI PAUL UNIVERSITY OF TEXAS AT AUSTIN COCKRELL SCHOOL OF ENGINEERING WEIDLINGER ALAN LOCKE JON MAGNUSSON JOHN ARCHITECTURAL ENGINEERING PROGRAM A. MARTIN ERIN MCCONAHEY JOHN SKILLING OVE ARUP CECIL BALMOND GUY BATTLE PATRICK BELLEW EDMOND HAPPOLD ANTHONY HUNT HANIF KARA IAN LIDDELL TIM MACFARLANE CHRIS MCCARTHY PETER RICE NEIL THOMAS JANE WERNICK MARK WHITBY CHRIS WISE JACK ZUNZ KLAUS BOLLINGER JURG CONZETT MANFRED GROHMANN PIERRE LARDY ROBERT MAILLART CHRISTIAN MENN MARC MIMRAM FREI OTTO JORG SCHLAICH MATHIAS SCHULER WERNER SOBEK MICHEL VIRLOGEUX INTRODUCTION Architecture and engineering are in the midst of a technical revolution. Not since the advent of structural steel has there been such a dramatic shift in aesthetics, form and construction. The reason for this change in buildings is the recent evolution of computer design, analysis and construction software. Forms that were once impossible to imagine, let alone design and construct, are now possible. Engineers are playing an increasingly important role in this achievement. Of great interest to me as a university instructor teaching design to architectural engineering students, is a comprehensive chart (‘Engineer’s Atlas’) in the AR September issue listing the old and new famous names in Architectural Engineering of the last century. This is the first time that I have come across such a list and it occurred to me that this would be good material to share academically with faculty and students.
    [Show full text]
  • The Institution of Structural Engineers The
    CONFERENCE SPONSORED BY THE INSTITUTION OF STRUCTURAL ENGINEERS and THE INTERNATIONAL ASSOCIATION FOR SHELL AND SPATIAL STRUCTURES CONFERENCE ADVISORY BOARD Dr Michael Barnes, Dr E. Hinton, Professor L. M. Ortega, The City University, University College of Secretary IASS, London, U.K. Swansea, Madrid, University of Wales, Spain, Dr Jan Bobrowski, Swansea, U.K. Jan Bobrowski and Partners, Twickenharn, U.K. Dr M. N. Pavlovic, Professor M Kawaguchi, Imperial College of Science Department of Architecture, and Techology, Dr J. W. Butterworth, Hosei University, Department of Civil London, Tokyo, U.K. Engineering, Japan. The University of Auckland, New Zealand. Peter Rice, Ian Liddell, Ove Arup & Partners, Dr J. F. Dickie, Buro Happold, London, Simon Engineering Bath, U.K. U.K. Laboratories University of Manchester, Professor Z. S. Makowski, Manchester, U.K. Space Structures Research Dr B. H. V. Topping, Department of Civil Centre, Brian Foster, University of Surrey, Engineering, Ove Arup & Partners, Guildford, U.K. University of Edinburgh, London, U.K. U.K. Dr R. E. McConnel, Professor J. Francois Gabriel, Professor Y. Tsuboi, School of Architecture, University of Cambridge, Cambridge, U.K. Tsuboi Institute, Syracuse University, Tokyo, New York, U.S.A. Japan. Dr S. J. Medwadowski, Professor John S. Gero, Consulting Structural Department of Architectural Engineer, George Wemyss, Science, San Franciso, Geospace Designs, Ltd., University of Sydney, California, Edinburgh, Sydney, Australia. U.S.A. U.K. PROCEEDINGS of THE INTERNATIONAL CONFERENCE on THE DESIGN AND CONSTRUCTION of NON-CONVENTIONAL STRUCTURES Volume 1 Edited by B. H. V. TOPPING published by 10 Saxe-Coburg Place E dinbu rgh O Civil-Comp Limited British Library Cataloguing in Publication Data International Conference on the Design and Construction of Non-conventional Structures (1987 : London).
    [Show full text]
  • Evaluating the Functional Performance of Small-Scale Public Demountable Buildings
    Evaluating the Functional Performance of Small-Scale Public Demountable Buildings Thesis submitted in accordance with the requirements of the University of Liverpool for the degree of Doctor of Philosophy by: Junjie Xi June, 2013 ii Abstract This thesis investigates the design, operation and use of contemporary demountable buildings, and explores how functional performance can be assessed in small-scale examples for public use alongside with their relationship to other design elements. The research focuses on three case studies that do not require a high-technology building environment or complex construction skills. Demountable buildings are defined as those that are transported in a number of parts for assembly on site. Contemporary demountable buildings respond to ecological issues, social impacts, technological innovation and economic demands. They can be used to measure a society’s development in environmental sustainability, innovation and economic growth through various forms. Small-scale demountable buildings fulfil many temporary habitation needs in diverse roles, such as non-emergency transitional housing, ephemeral exhibition buildings and seasonal entertainment facilities. The purpose of examining functional performance is to assess if, and how, the requirements of the design have been achieved. This enables project operators to address functional performance from a public perspective by reflecting on the scope and ambition of their projects. This thesis draws on existing literature to investigate previous and on-going research relating to demountable buildings, including classification, the construction process and project management. It also examines selected existing evaluation methods that cover principles, modelling and computer- based solutions from a wider research area, including Guidelines Developed by City Council and Culture Sectors; Assessment Methods in Humanitarian Response and Methods in Environmental Assessment.
    [Show full text]
  • The Arup Journal
    Issue 2 2016 The Arup Journal 1966 502016 Contents 4 1960s 50 2000s The Arup Journal is our ‘journal Snape Maltings Concert Hall Arup in Beijing York Minster The ‘Bird’s Nest’ of record’, documenting some of Emley Moor Tower The ‘Water Cube’ our more challenging projects and Concrete system building China Central Television (CCTV) HQ A1 Viaduct, Gateshead Beijing Airport Terminal 3 explaining how we approached them. Shahyad Aryamehr Beijing South station The focus on technical detail is a Beijing Convention Centre 14 1970s Channel Tunnel Rail Link hallmark of the publication and, in Sydney Opera House Hudson River Park my view, the reason for its longevity. Carlsberg Brewery Druk White Lotus School Byker Viaduct The Eden Project Since its launch in 1966, the Journal Centre Pompidou BedZED Bush Lane House Heathrow Terminal 5 has published more than a thousand OCBC Centre articles, whose common thread is Barbican Arts Centre 64 2010s Bundesgartenschau, Mannheim The Fulton Center the quality of the work, reflecting the London in 2012 creativity and calibre of the people 26 1980s Stratford and the Olympic Park HSBC Building, Hong Kong King’s Cross who worked on the projects. The British Library The Shard Lloyd’s of London Evelyn Grace Academy I would like to especially thank 1 Finsbury Avenue Leadenhall Building Stansted Airport Crossrail and acknowledge our clients and Ravenspurn North The Vegas High Roller collaborators who worked with us The Menil Collection Lake Mead Intake No.3 Lord’s Mound Stand Hong Kong’s waste-to-energy plant on the projects republished in this Singapore Sports Hub 50th anniversary edition.
    [Show full text]
  • The Average Best Solution
    The Average Best Solution A Generative Design Tool for Multi-Objective Optimization of Free- Form Diagrid Structures by Farzin Misami Azad A thesis presented to the University of Waterloo in fulfilment of the thesis requirement for the degree of Master of Architecture Waterloo, Ontario, Canada, 2014. © Farzin Misami Azad 2014 AUTHOR’S DECLARATION iv I hereby declare that I am the sole author of this thesis. This is a true copy of the thesis, including any required final revisions, as accepted by my examiners. I understand that my thesis may be made electronically available to the public. v ABSTRACT This research describes the generative modeling method implemented in an open-source program (Grasshopper) as a computational tool for performance evaluation and multi-objective optimization. It explores the initial steps of the design process to find the most fit design, based on goals defined by the designers, from among all possible solutions. In this context, this thesis uses the computational tool to propose a form-finding model for maximizing structural efficiency and constructability of diagrid structures with complex geometries. vi In architecture and related disciplines, such as structural engineering, the complexity of the both project and the defined goal, that is caused by several design variables and the myriad of relationships between them, play crucial roles in the design process. For the successful handling of such complicated design processes, the consideration of specific goals, requirements, and overall design quality is central. Therefore, this thesis addresses the need for identification and application of computational methods to effectively handle several issues in this design process: the complexity of parametric modeling of diagrid structures, of those computational modeling issues related to analyzing, evaluating, scoring the performance objectives, and of making the decisions needed for the process of multi- objective optimization.
    [Show full text]
  • Thesis Submitted for the Degree of Master of Philosophy
    University of Bath MPHIL Geometry and Performance of Timber Gridshells Naicu, Dragos Award date: 2012 Awarding institution: University of Bath Link to publication Alternative formats If you require this document in an alternative format, please contact: [email protected] 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 ? Take down policy If you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim. Download date: 05. Oct. 2021 Geometry and Performance of Timber Gridshells By Dragos-Iulian Naicu Supervised by Dr. Chris Williams Prof. Richard Harris A thesis submitted for the degree of Master of Philosophy The University of Bath Department of Architecture and Civil Engineering October 2012 Attention is drawn to the fact that copyright of this thesis rests with its author. A copy of this thesis has been supplied on condition that anyone who consults it is understood to recognise that its copyright rests with the author and they must not copy it or use material from it except as permitted by law or with the consent of the author.
    [Show full text]
  • Prestress in Nature and Technics
    THESIS FOR THE DEGREE OF LICENTIATE OF ARCHITECTURE Prestress in Nature and Technics ALEXANDER SEHLSTROM¨ Department of Architecture and Civil Engineering Division of Architectural Theory and Methods Architecture and Engineering Research Group CHALMERS UNIVERSITY OF TECHNOLOGY G¨oteborg, Sweden 2019 Prestress in Nature and Technics ALEXANDER SEHLSTROM¨ c ALEXANDER SEHLSTROM,¨ 2019 Thesis for the degree of Licentiate of Architecture Series name: Lic /Architecture and Civil Engineering / Chalmers University of Technology Department of Architecture and Civil Engineering Division of Architectural Theory and Methods Architecture and Engineering Research Group Chalmers University of Technology SE-412 96 G¨oteborg Sweden Telephone: +46 (0)31-772 1000 Cover: Prestressed torus with the thicker bars in compression and the thinner in tension. Image credits Chris Williams. Chalmers Reproservice G¨oteborg, Sweden 2019 Prestress in Nature and Technics Thesis for the degree of Licentiate of Architecture ALEXANDER SEHLSTROM¨ Department of Architecture and Civil Engineering Division of Architectural Theory and Methods Architecture and Engineering Research Group Chalmers University of Technology Abstract To direct the forces of nature is a central task in the creation of spaces and load-carrying structures for architecture. This research investigates how prestress can be used as a design tool for the creation of material efficient and well-functioning structures, and in early design stages contribute to sustainable, functional and beautiful architecture. The thesis begins with a discussion about central concepts such as stress and stiffness. Stiffness can be understood as the sum of elastic stiffness and geometric stiffness and the latter is differently influenced by the presence of tensile or compressive stresses.
    [Show full text]
  • Theory and Practice in the Design of Lightweight Structures The
    Theory and practice in the design of lightweight structures The Design of the Millennium Dome Ian Liddell Introduction In the year 2000, an event, the Millennium Experience is to be held on the Greenwich peninsular. After investigating ways of housing the exhibitions in conventional halls are large umbrella over the site was proposed by Gary Withers of Imagination Ltd and Mike Davies of Richard Rogers Partnership and was considered to be the preferred means of housing the exhibition and providing the facilities for the exhibits. The structure, which is now complete, covers an enclosed area of 80,000m2, twice the area of Wembley stadium, with a PTFE/glass fabric roof. The project has been the subject of continuous controversy and is likely to become an icon for the new millennium. This is a paper about the development of the design of this structure and how it fits into the progression of engineering concepts for tension roofs. Such developments are driven by economic factors, environmental objectives, structural theories, methods of analysing and presenting conceptual models and also the available materials. These structures are interesting because they because they have no spare flesh on them. Their form is determined by the equilibrium shape of the elements in tension hence they require engineering understanding and skill to control and adjust. The Site Conditions The site is part of what used to be the largest gas works in Europe. It was originally a marsh and in common with many gasworks of the early part of this century was polluted by waste products from the coal gasification process being dumped on the site.
    [Show full text]