DOCSLIB.ORG

Design Method for Adaptive Daylight Systems for Buildings Covered by Large (Span) Roofs

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read 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. If the publication is distributed under the terms of Article 25fa of the Dutch Copyright Act, indicated by the “Taverne” license above, please follow below link for the End User Agreement: www.tue.nl/taverne Take down policy If you believe that this document breaches copyright please contact us at: [email protected] providing details and we will investigate your claim. Download date: 03. Oct. 2021 Design Method for Adaptive Daylight Systems for buildings covered by large (span) roofs PROEFSCHRIFT ter verkrijging van de graad van doctor aan de Technische Universiteit Eindhoven, op gezag van de rector magnificus prof.dr.ir. F.P.T. Baaijens, voor een commissie aangewezen door het College voor Promoties, in het openbaar te verdedigen op dinsdag 12 juni 2018 om 11:00 uur door Florian Heinzelmann geboren te München, Duitsland i Dit proefschrift goedgekeurd door de promotoren en de samenstelling van de promotiecommissie is als volgt: voorzitter: prof.ir. E.S.M. Nelissen 1e promotor: Prof.Dr.-Ing. P.M. Teuffel 2e promotor: Prof.Dr.-Ing. A.L.P. Rosemann leden: Prof.Dr. M. Holzbach (Hochschule für Gestaltung Offenbach am Main) Prof.Dipl.-Ing. T. Wallisser MSc (Staatliche Akademie der Bildenden Künste Stuttgart) prof.dr.ir. T.A.M. Salet adviseur: dr.ir. M. Turrin (TU Delft) Het onderzoek of ontwerp dat in dit proefschrift wordt beschreven is uitgevoerd in overeenstemming met de TU/e Gedragscode Wetenschapsbeoefening. ii iii A catalogue record is available from the Eindhoven University of Technology Library ISBN 978-90-386-4517-9 NUR 955 Cover design by Florian Heinzelmann Cover photograph: Florian Heinzelmann Printed by the Eindhoven University Press, Eindhoven, The Netherlands Published as issue 248 in de Bouwstenen series of the faculty of Architecture, Building and Planning of the Eindhoven University of Technology © Florian Heinzelmann, 2018 All rights reserved. No part of this document may be photocopied, reproduced, stored, in a retrieval system, or transmitted, in any from or by any means whether, electronic, mechanical, or otherwise without the prior written permission of the author. iv Abstract The rise of digital and more specifically parametric design tools from being developed by avant-garde architectural design practice mostly concerned with form and entering mainstream a couple of years ago lead to a drastic increase in possibilities of managing complexities but also integrating numerous building engineering related disciplines into the digital workflow, be it from early conceptual design stages till manufacturing and building execution. However, architects and designers dealing with daylighting as an intrinsic part of their practice are sometimes lacking the proper tools or awareness about performative consequences regarding daylighting or solar energy gains at hand. The consequences in terms of energy consumption or wellbeing of inhabitants might not be so dire considering smaller buildings like residential houses but scaling it up to high rises or large roofs is entirely a different matter. In the design process of the afore mentioned larger scale projects due to budget, profit, importance and complexity a larger team of designers, architects and engineers is employed to solve all the building related questions. In addition, the recent years have seen an increase not only in high rise buildings but also in building types using large roofs like big infrastructural projects in form of train stations, or airports, but also shopping malls and museums, etc. In the Netherlands for example all major train stations are under redesign, or reconstruction, or recently have been finished, like Arnhem Central station by UNStudio with its main hall finished in 2016 and Rotterdam Central station by a cooperative between Benthem Crouwel Architekten, MVSA Meyer & Van Schooten Architects, and West 8 in 2014. The latter won the Velux Daylight Award 2014. Another milestone in terms of daylighting and large span roof for museums is the 2017 finished Louvre in Abu Dhabi by Jean Nouvel, a design where a common roof houses a “museum village” underneath. A further remarkable example in terms of daylighting combined with artificial lighting is the atrium installation at the Philips Lighting Headquarters in Eindhoven designed by LAVA and finished in 2016. The situation in the Asian region with China as powerhouse e.g. stadiums for their Olympic Games but also Japan with the plans for a new stadium in Tokyo and upcoming countries like Indonesia is promising regarding daylight design for large roofs. v Figure 1. Louvre Abu Dhabi, Ateliers Jean Nouvel, image source: Wikiemirati These types of buildings regarding daylight need to be treated differently in comparison to e.g. High-rise buildings because the part being most exposed towards the sun is the roof. In addition, the issue at hand is that daylight availability inside buildings due to location on the globe, axial rotation of planet earth, its orbit around the sun during one-year, various changing weather conditions, but also usage are not static design parameters but constantly changing and therefore highly dynamic and not only long term but also being responded to in a matter of minutes. Therefore, daylighting and solar energy gain related questions cannot be solved with static building envelopes, or openings but adaptive ones. The aim of this dissertation is to gain an insight into these design issues and provide designers and architects with a Design Method especially in early design stages where the design team is smaller but most crucial design decisions are taken and to be able to come up with adaptive daylight system in large (span) roofs. For that reason, the dissertation is set up in such a way to clarify different aspects of adaptiveness, daylight performance aspects and revolve around several case studies which are non-adaptive and adaptive, in vi various geometrical and material configurations to derive from that a design method covering bottom up and top down design elements. Here the main two aspects of this dissertation regarding adaptive daylight systems in large (span) roofs are related to geometry and materiality in both adaptive and static manner. Finally, the design method is fully applied with general applicability in mind as a daylighting device in form of an Adaptive Liquid Lens. vii Content Abstract ....................................................................................................................... v Content ..................................................................................................................... viii 1 Introduction ............................................................................................................1 1.1 Research Motivation and goal ...................................................................... 2 1.2 Research questions ....................................................................................... 6 1.3 Research method .......................................................................................... 7 1.4 Societal and scientific relevance ................................................................... 8 1.5 Overview of the dissertation ......................................................................... 9 2 Performance Driven (Daylighting) Design ............................................................ 13 2.1 Definition Performance Driven Design general ........................................... 14 2.2 Performance Driven Daylighting Design ..................................................... 15 2.2.1 Location, climate & atmospheric conditions ...................................... 16 2.2.2 Building’s functions and daylighting demands ................................... 20 2.2.3 Quantitative aspects of daylight – regulations and certificates ......... 21 2.2.4 Qualitative aspects of daylight
Load more

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]
  • 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]
  • Mamoru Kawaguchi Reden Und Aufsätze 59
    Mamoru Kawaguchi Reden bei der Akademischen Feier aus Anlaß der Verleihung der Ehrendoktorwürde (Dr.-Ing.E.h.) an Prof.Dr.-Eng. Mamoru Kawaguchi durch die Universität Stuttgart am 24.Oktober 1997 Reden und Aufsätze 59 Reden und Aufsätze herausgegeben im Auftrag des Rektorats der Universität Stuttgart von Ulrich Sieber Redaktion: Prof. Dr.rer.nat. Franz Effenberger Prof. Dr.-Ing. Gerhard Heimerl Prof. Dr. phil. Eckart Olshausen Prof. Dr.-Ing. Werner Schiehlen © Universitätsbibliothek Stuttgart 1998 Postfach 104941, D-70043 Stuttgart Telefon (0711) 121-2222; Telefax 121-3502 Satz und Druck: Offizin Chr.Scheufele, Stuttgart ISSN 0940-0710 ISBN 3-926269-26-X 2 Inhalt Gerhard Heimerl Vorwort 4 Günter Pritschow Begrüßung zur akademischen Feier anläßlich der Verleihung der Würde eines Dr.Ing.Ehren halber 5 Jörg Schlaich Laudatio für Prof. Dr.-Eng. Mamoru Kawaguchi, Tokio 8 Mamoru Kawaguchi Danksagung 20 3 Vorwort Es ist eine alte, sehr schöne Tradition, daß Universitäten die wissenschaftlichen Leistungen, die Werke und das Wirken herausragender Persönlichkeiten in besonderer Weise würdigen. Die Universität Stuttgart nimmt diese akademische Tradition sehr ernst und pflegt sie in entsprechend zurückhaltender Weise unter Anlegung strenger Kriterien. So stellt die Verleihung der Würde eines Ehrendoktors ein ganz besonderes Ereignis im akademischen Leben dar. Mit Professor Dr.-Eng. Mamoru Kawaguchi wird ein international hochangesehener Mann geehrt, der einer der kreativsten Ingenieure unserer Zeit ist, der fundiertes Wissen und Intuition in außergewöhnlicher Weise miteinander verknüpft. Seine herausragenden weitgespannten Tragwerke – von Hängebrücken und -dächern über Schalen bis zu Pneu-Konstruktionen – zeugen weltweit von seiner genialen Vielfalt in Formgebung und Materialeinsatz. Die Universität Stuttgart ist stolz darauf, diesen großen Ingenieur ehren zu dürfen und damit die engen, guten Beziehungen zu Japan zu festigen.
    [Show full text]