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Structures and Architecture : ICSA 2010 - 1st International Conference on STructures and Architecture, July 14-16, 2010 in Guimaraes, Portugal PDF

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STRUCTURES AND ARCHITECTURE IICCSSAA..iinnddbb ii 66//11//22001100 99::1100::3322 PPMM PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON STRUCTURES AND ARCHITECTURE, ICSA 2010, GUIMARÃES, PORTUGAL, 21–23 JULY 2010 Structures and Architecture Editor Paulo J.S. Cruz School of Architecture, University of Minho, Portugal IICCSSAA..iinnddbb iiiiii 66//11//22001100 99::1100::3333 PPMM Cover photo Reproduced with permission Photographer: Tibor Bognar Date: May 1998 Location: Montréal, Québec, Canada Copyright: © Tibor Bognar/Corbis Description of the building Biosphère Montréal The symbol of Expo '67, Buckminster Fuller’s sphere is a landmark in the history of contemporary architecture and the most important building of its kind in the world. Its structure reproduces more than 97% of a sphere (62.8 metres in height and 76.2 metres in diameter). The original structure was covered with 1,900 transparent acrylic panels. The building’s complete transparency created an almost invisible barrier between the inside and the outside. In 1976, while the structure was being repaired, a fire broke out and completely destroyed the acrylic skin. Only the tubular frame remained intact. The outer shell of the Biosphère was awarded to Buckminster Fuller (1895–1983), who called himself a “comprehensive anticipatory design scientist”, but the design of the US pavilion’s inner structure was given to Cambridge Seven Associates Inc., a group of Harvard University architecture and design professors. The original inner structure consisted of four large platforms divided into seven levels and connected by escalators, bridges and elevators. During Expo '67, the gigantic structure included a 37.5-metre (123-foot) escalator. The longest escalator ever built, it was the equivalent of eight floors. In 1990, Environment Canada signed an agreement with the City of Montreal to convert the struc- ture into a site devoted to eco-action. Montreal architect Éric Gauthier won an architectural competi- tion and was commissioned to convert the interior structure in keeping with the original design, in line with Fuller's avant-garde philosophy: seeking maximum efficiency for minimum effort. Since its opening in 1995, Environment Canada's Biosphère has been a showcase for environmental education. As an Environment Museum, the Biosphère raises the awareness of young people and their families, and the general public about major environmental issues, including those related to water and climate change, and the sustainable development, through exhibitions, interactive activities and multimedia presentations. CRC Press/Balkema is an imprint of the Taylor & Francis Group, an informa business © 2010 Taylor & Francis Group, London, UK Typeset by Vikatan Publishing Solutions (P) Ltd., Chennai, India Printed and bound in Great Britain by Antony Rowe (A CPI Group Company), Chippenham, Wiltshire All rights reserved. No part of this publication or the information contained herein may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, by pho- tocopying, recording or otherwise, without written prior permission from the publisher. Although all care is taken to ensure integrity and the quality of this publication and the information herein, no responsibility is assumed by the publishers nor the author for any damage to the property or persons as a result of operation or use of this publication and/or the information contained herein. Published by: CRC Press/Balkema P.O. Box 447, 2300 AK Leiden, The Netherlands e-mail: [email protected] www.crcpress.com – www.taylorandfrancis.co.uk – www.balkema.nl ISBN: 978-0-415-49249-2 (Hbk) IICCSSAA..iinnddbb iivv 66//11//22001100 99::1100::3333 PPMM Structures and Architecture – Cruz (Ed.) © 2010 Taylor & Francis Group, London, ISBN 978-0-415-49249-2 Table of contents Preface xxi Conference organization xxiii Conference sponsors (as of April 20, 2010) xxvii Keynote lectures Architectural values, altruism and innovation in a changing world 3 I. Ritchie Treatment of the form in structural engineering 7 J. Martínez-Calzón An ontology of structured space 11 B.N. Sandaker The architecture of special structures 15 A.J. Reis Innovative timber constructions 19 Y. Weinand The changing relationship between architects and structural engineers 21 A.J. Macdonald Concrete immaterial structures 23 A. Tavares New trends on membrane and shell structures—Examples of bat-sail and cushion-belt technologies 25 R. Off Technical contributions “Tectonics” in architecture: Between aesthetics and ethics The morphogenesis of shell structures: A conceptual, computational and constructional challenge 31 M.A. Chiorino & M. Sassone Topology optimization in architecture may it be a design tool? 33 L. Frattari, G. Leoni, R. Vadori & R. D’Aria On the optimal design of shape resistant structures 35 L. Consolini, G.D. Puppa & S. Lenci Structural optimization vs. shape design 37 P. Trovalusci & A. Tinelli v IICCSSAA..iinnddbb vv 66//11//22001100 99::1100::3333 PPMM Geometrical indeterminacy as a way to structural and architectural performance 39 C. Padoa-Schioppa & S. Pollak The tectonic of modern materials: Alternatives from Le Corbusier’s work 41 V. Riso The methods and spatial sensitivity of Italian architects and engineers in the fifties and sixties 43 A. Muntoni The P.L. Nervi structural route: From intuition to computation through geometry 45 F. Romeo Materials, forms and abstract methods in the work of Riccardo Morandi 47 L. Sampò The structural control of architecture in two works of Giuseppe Damiani Almeyda 49 C. Tocci Nonlinearity in architecture versus science: Borrowing the lexicon of complexity or exploiting its powerfulness? 51 G. Rega & V. Settimi Towards an ethic of construction: The structural conception and the influence of mathematical language in architectural design 53 P. Trovalusci & R. Panei Structural design in the architectural design process: Toyo Ito 55 C. Gamboni Stone-masonry new constructions: Science and history in the service of beauty and environment 57 G. Salerno, G. Formica, S. Gabriele & V. Varano An eco-design-oriented multidisciplinary approach in industrial design 61 L. Frattari, R. Vadori & R. D’Aria Transparent structural materials—glass and plastic Structural transparency 65 J.-D. Wörner, J. Stahl & C. Eckhardt Bent architectural glasses: Production, properties, structural behaviour 67 J. Schneider & S. Schula Detailing with structural glass and steel 69 J.W. Kooymans Shear behaviour of point fixed glass panels used for building stabilization 71 D. Mocibob, M. Crisinel & J.P. Lebet Concept, testing and realisation of transparent and sustainable glass double layer grids 73 B. Weller, S. Reich & J. Ebert Elastic strain energy and failure behaviour of glass elements 75 F.P. Bos Transparent glass-Vierendeel roof 77 B. Weller, S. Reich & J. Ebert Fly bubble, fly 79 B. Franken vi IICCSSAA..iinnddbb vvii 66//11//22001100 99::1100::3333 PPMM Plastic materials in façade applications 81 T. Ries Detailing of structural elements with thermoplastics 83 C. Eckhardt & J. Stahl Plexiglas spatial experiment—90 years of the Bauhaus 85 T. Boettger Innovations in PMMA design 87 J. Stahl & C. Eckhardt Damages in glass/plastic- and hybrid structures and respective conclusions 89 J.-D. Wörner SentryGlas®—High-performance laminated glass for structural efficient glazing 91 I. Stelzer Scaling up SentryGlas-laminated reinforced glass beams 93 P.C. Louter, J. Belis & F.A. Veer Hybrid structural elements made of glass and polycarbonate 95 B. Weller & K. Härth Adhesively bonded hybrid steel-glass beams 97 M. Netusil & M. Eliasova Development of a super slim façade system for InHolland Polytechnic, Delft 99 M. Eekhout & P. van de Rotten Timber construction Better than steel? The use of timber for large and tall buildings from ancient times until the present 103 R. Langenbach Pushing the limits of platform frame wood construction 105 C. Ni, M. Popovski & E. Karacabeyli Development of fireproof glued-laminated timber for use in medium-rise buildings in Japan 107 T. Harada, D. Kamikawa, K. Miyamoto, T. Ohuchi, M. Miyabayashi, K. Ando & N. Hattori Design guidelines for an 8-storey hybrid wood-concrete multi-family building 109 S. Gagnon, W. Munoz, M. Mohammad & K.D. Below A case study of a 6-storey hybrid wood-concrete office building in Québec, Canada 111 S. Gagnon & S. Rivest Vertical relative displacements in a medium-rise CLT-building 113 E. Serrano, B. Enquist & J. Vessby A study of cross-lamination of a multi-component liquid-retaining timber structure 115 N.J. Savage, A. Kermani & H. Zhang Verification processes for cross laminated timber in the frame of EN 1995 117 R.A. Joebstl On the architectural qualities of cross laminated timber 119 A.K. Bejder, P.H. Kirkegaard & A.M. Fisker vii IICCSSAA..iinnddbb vviiii 66//11//22001100 99::1100::3333 PPMM Vibration properties of cross laminated timber floors 121 N. Labonnote & K.A. Malo Failure studies carried out in Europe and a proposal for a standardized failure template 123 T. Toratti Moisture-induced stresses in timber-concrete composite structures 125 M. Fragiacomo & J. Schänzlin Stress analysis of timber structures under variable humidity conditions by using a multi-Fickian moisture transfer model 127 S. Fortino, T. Toratti & A.L. Mendicino Robustness evaluation of timber structures—Results from EU COST Action E55:WG3 129 P.H. Kirkegaard, J.D. Sørensen, D. Čizmar & P. Dietsch Robustness analysis of big span glulam truss structure 131 V. Rajčić, D. Čizmar, P.H. Kirkegaard & J.D. Sørensen Steel structures The steel construction of XIXth century: An exceptional case study 135 C.B. Cestari & S. Invernizzi Steel interventions in preexistent buildings: Case studies on interfaces 137 C.A. Moraes & L.F.L. Ribeiro Evolution of Spanish industrialized steel technologies for school buildings 139 O. Pons Steel detailing and collaboration: A global perspective 141 K. Simonen Steel tubular structures and connections in architecture of China—New application and technologies 143 W. Wang Tubular structure for the “nearly ninety” dance scenography 145 J. Martínez-Calzón & B.M. Encinas Maldonado Masts and towers 147 U. Støttrup-Andersen & M.G. Nielsen Transformable architectural structures 149 N.F. Afshar & M. Hosseyni-Amir Behaviour of steel shear wall systems with cut-outs and stiffeners 151 A. Maleki, T. Donchev, H. Hadavinia & A. Cheah Improved design model for thin-walled cold-formed purlins continuously connected to sandwich panel roofing 153 M. Georgescu & V. Ungureanu Optimizing of human induced vibration performance of lightweight steel floors 155 W. Rack & J. Lange Carrasco International Airport. Architects, engineers and steel structure 157 H.M. Ruffo & J. Gomez viii IICCSSAA..iinnddbb vviiiiii 66//11//22001100 99::1100::3344 PPMM Design of cold-formed steel curved panels 159 P. Casariego, M. Casafont, M. Ferrer & F. Marimón Tubular structures for the Seville April Fair. A complex geometry exercise 161 M.T. Rodríguez-León, F. Escrig-Pallarés & J. Sánchez-Sánchez Stability of single layered grid shells with various connectors 163 K.J. Hwang & J. Knippers Update of steel connection data bank 165 M. Komuro, N. Kishi & W.F. Chen Case study: The supporting steel structure of the ice rink—city of Tg. Mureş, Romania 167 Zs. Nagy, C. Câmpian, M. Cristuţiu & I. Benke Reliability assessment of industrial heritage structures and application to a light-weight steel roof 169 M. Sykora, M. Holicky, K. Jung, J. Markova, K. Kvaal & T.K. Thiis Robustness performance of seismic resistant building frames under abnormal loads 171 F. Dinu, D. Dubina & A. Ciutina Elasto-plastic FE analysis on hysteretic moment-rotation behavior of top- and seat-angle connections 173 N. Kishi, M. Komuro & W.F. Chen Mechanical behavior of a ferritic stainless steel under simple and complex loading paths 175 B. Rossi & J.-P. Jaspart Analysis of some selected types of joints in lattice structures 177 V. Kvočák, P. Beke & N. Hočóvá Complex forms and form-finding Process and form 181 M.G. Fineout, R. Stephens & M. Bacellar Form and structure in engineering and visual arts 183 J.M. Songel Form and structure, the teamwork between Arne Jacobsen and M. Folmer Andersen 185 Y.O. Sanz Free-form design: From facetted to smooth double-curvature envelopes 187 N. Baldassini & J. Raynaud Origami—geometry of folded plate structures 189 H. Buri & Y. Weinand Engineering free form: Spanish Pavilion for the Expo 2010 in Shanghai 191 J. Martínez-Calzón & C. Castañón-Jiménez Evolutionary form-finding—conception of effective structures by means of interactive patterns 193 J. Stratil Optimization of structural form using a genetic algorithm to search associative parametric geometry 195 P. von Buelow, A. Falk & M. Turrin ix IICCSSAA..iinnddbb iixx 66//11//22001100 99::1100::3344 PPMM From free-form structures to natural lighting—how engineering innovation pushes the limits of architecture 197 V. Schmid An iterative surface model for timber construction 199 G. Gouaty, I. Stotz, Y. Weinand & E. Tosan Canadian museum for human rights, Winnipeg 201 B.D. Charnish & N. Erakovic Followings natural patterns to unite architecture and structure 203 P. Shirazpur, G. Yunesi & S. Yaghmaeian Innovative architectural and structural design Architectural structural schemes 207 N. Baldassini Cable stayed cathedral ceiling 209 T. Sass Designing light columns: A quantitative tool 211 T. Vilquin Direct and reverse shaping structures according to the flow of forces 213 R. Tarczewsk & W. Bober Dual structures towards kinetic adaptability for earthquake resistance 215 T.L. Sophocleous & M.C. Phocas Eladio Dieste; ‘resistance through form’ 217 R. Pedreschi & D. Theodossopoulos Engineering stadia roof forms 219 F. McCormick Heinz Isler’s shells—a lasting legacy 221 J.C. Chilton Myron Goldsmith: The development of the diagonally braced tube 223 M.J. Neveu & E.P. Saliklis Narrative structures 225 E. Castro e Costa Structural design process of the doubly curved Heysel canopy 227 K. Verbeeck & L. Ney Structural design procedures to support the development of innovative architectural structures 229 S.G. Reid Structural robustness as an innovative design concept 231 M. Sykora & M. Holicky On deployable reciprocal frames: From the mathematical description to the architectural applications 233 M. Sassone & D. Parigi Early Christian cemetery complex Sopianae/Pécs Hungary 235 T. Molnár & B. Bachmann x IICCSSAA..iinnddbb xx 66//11//22001100 99::1100::3344 PPMM Filigree constructions vs solid constructions. The relationship between structure and architecture in the contemporary age 237 R. Corrao & L. Pastre Structural design of the Rogier conic shell canopy 239 K. Verbeeck & L. Ney Interdisciplinary work and educating architects and structural engineers Teaching structures to architecture students: Examples from bridge design 243 A. Berk & A.I. Unay Educating structural engineers and architects together at the University of Sheffield—10 years on 245 J.B. Davison, A. Tyas, O. Popovic-Larsen & T. Carter A case study on collaboration within multidisciplinary teamwork 247 A.S. Dederichs, J. Karlshøj & K.D. Hertz Let’s (re)start from the beginning: Structures and architecture—back to school 249 R. Rapaport & R. Frances Breaking stuff: A no frills approach to haptic learning in structures classes 251 K. Dong & T. Leslie Interactive “self-learning” cost estimation assistant for the design of “form-active” structures 253 R. Wehdorn-Roithmayr & N. Kim Collaborative teaching to create integrated building envelopes 255 K. Dong & J. Doerfler Get the form right! Teaching structural design to architects 257 R.J. Dermody An equilibrium approach on a structural scale to structural design 259 D. Zastavni The interdisciplinary design studio: Understanding collaboration 261 K. Dong & J. Doerfler Updating the architectural and engineering curricula for the integrated age 263 P. Kassabian & A. Watson Special projects in architectural structures 265 R.E. Shaeffer Tall buildings Structures and architecture in tall buildings 269 K.S. Moon Torre Reforma—an innovative tower design in Mexico City 271 D.N. Grant, R. Pittella, M. Tavolaro & I. Kourakis Zerozero tower for the new Telefónica headquarters in Barcelona 273 J. Martínez-Calzón & L. Ceriani Optimum design of steel diagrid structures for tall buildings 275 K.S. Moon xi IICCSSAA..iinnddbb xxii 66//11//22001100 99::1100::3344 PPMM

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