Are214b Building Structures Ib

Total Page:16

File Type:pdf, Size:1020Kb

Are214b Building Structures Ib ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 LIST OF BUILDING STRUCTURES LECTURE 1 – INTRODUCTION Portuguese National Pavilion Expo 98, Lisbon, Portugal. 1998 | Alvaro Siza | Cecil Balmond (Engineer) A minimalistic pavilion with a wide-spanning curved concrete canopy, fastened between the roofs of two rolls of vertical columns by steel cables embedded inside the thin layers of concrete, HSBC Headquarters, Central, Hong Kong. 1985 | Norman Forster | Ove Arup & Partners (Engineer) High-rise office with exoskeleton structure with steel trusses and floors suspended by tension columns that supported by eight main clustered columns, each composed of 4 connected steel tubes, to create the large column free atrium. Pont du Gard Roman Aqueduct, Nimes, France. 40-60 AD Three tier semi-circular arch structure built with stone using only friction and gravity to transfer water in ancient times. Exchange House Office Building, Dockland, London. 1996 | Skidmore, Owings & Merrill (SOM) The 10-story office building is supported by external steel frame structure that is hold up primarily by four parabolic arches, two internal and two external, to provide a column-free and flexible open office design. Statue of Liberty, New York City, USA. 1886 | Gustave Eiffel | Frédéric Auguste Bartholdi (Sculptor) Structure ≠ Form | The neoclassical copper statue is sectioned into sheets of metal claddings which are attached to steel frames supported by four steel columns, is a gift from France to USA as a memorial to their independence. Greater Columbus Convention Center, Columbus, Ohio, USA. 1993 | Peter Eisenman Structure ≠ Form | The organic and irregular exterior is supported by convoluted structural frame that creates a strong juxtaposition with the convention centre’s large open interior. 860–880 Lake Shore Drive Apartment Building, Chicago, Illinois, USA. 1949 | Ludwig Mies Van der Rohe Structure = Form | The modern international high-rise residential apartments were designed to have an open floor plan perfectly matches the most efficient steel structural grid (unit bays of 6.46m/21ft). Renault Distribution Centre, Swindon, UK. 1982 | Norman Forster | Ove Arup & Partners (Engineer) Structure = Symbol | High-tech industrial building with yellow-painted expressive modular structure consists of custom made steel members that designed to maximize the structural spans and minimize the diameter of the columns. Proposed design for Tagus Bridge, Lisbon, Portugal. 1960 | Fritz Leonhardt Structure = Performance | Proposed cable-suspended bridge that feature an axial main cable with inclined cables creating an diagonal cable net that supports a streamlined decking. Bank of China Tower, Central, Hong Kong. 1990 | I. M. Pei | Leslie E. Robertson (Engineer) High-rise building with large triangular space structural frame that supported by 4 columns at the corner of the building. BCE Place Allen Lambert Galleria, Toronto, Ontario, Canada. 1992 | Santiago Calatrava The six story high glazed arcade that supported by eight inclined steel columns that bifurcate into four branches that subsequently form a parabolic shaped roof that resemble tree trunks and a forest canopy. ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 The Royal Church of Saint Lawrence (Real Chiesa di San Lorenzo), Turin, Italy. 1680 | Guarino Guarini Dome supported by eight arch ribs that cross hexagonally to form a lattice that extend from a circular base to an octagonal lantern at the top the church. Montreal Biosphere, Expo 67 in Montreal, Quebec, Canada. 1967 | Buckminster Fuller Geodesic dome, patent by Fuller, is a spherical structural frame that joins together with small triangular members to create a rigid dome shaped framework that provides strong structural strength. The Eiffel Tower, Paris, France. 1889 | Stephen Sauvestre | Maurice Koechlin & Émile Nouguier (Engineer) The wrought-iron lattice tower built as the entrance to the 1889 World's Fair and it was the tallest built structure at 323m until 1930. Its tapered form allows the wider base to resist the bending moments generated by lateral wind loads. Carré d'Art Museum, Nimes, France. 1993 | Norman Foster & Associates A modern juxtaposition to Roman temple Maison Carré with very thin titanium columns supporting the metal canopy entrance countering the opposite classical orders supporting the portico of the ancient temple. Hotel Arts, Barcelona, Catalonia, Spain. 1994 | Bruce Graham & SOM A high-tech residential tower that supported by exposed steel truss frame that extends further away from the façade to ensure the frame to be in compliance with fire safety regulation. Zürich Stadelhofen railway station, Zurich, Switzerland. 1990 (rebuilt) | Santiago Calatrava Curved and morphing cantilever steel and glass canopy that support its weight through shifting the centre of mass and thicken parts to strengthen the structure to create its unique shape and form. Montjuïc Communications Tower, Barcelona, Catalonia, Spain. 1992 | Santiago Calatrava Irregular and inclined tower that supports the upright antenna in a contradicting manner which also act as a sundial. Alamillo Bridge, Seville, Spain. 1989 | Santiago Calatrava A single-sided inclined mast stood prominently to support the cable stayed bridge with anchors run along the edges of the bridge deck. ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 LECTURE 2 – GRAPHIC STATICS Stuttgart Airport Terminal 3, Stuttgart, Germany. 2004 | Architekten von Gerkan, Marg und Partner Tree-like columns made of steel pipes assembled and welded together by custom connecting parts branch out to support the monopitch roof and eliminated the need of large and bulky columns. ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 LECTURE 3 – LOAD PATH Golden Gate Bridge, San Francisco, USA. 1937 | Joseph Strauss | Charles Ellis | Leon Solomon Moisseiff | Irving Morrow Long span suspension bridge with steel truss bridge deck suspended by steel cables that transmit the loading to the bridge towers through main cables. HSBC Headquarters, Central, Hong Kong. 1985 | Norman Forster | Ove Arup & Partners (Engineer) High-rise office with tension columns support floors transmitting the loading to the steel trusses that connect to the main clustered columns. It is one of the earliest to use raised floor system to house various building services. Crosby Kemper Arena, Kansas City, Missouri, USA. 1974 | Helmut Jahn (C. F. Murphy Associates) 4-level spanning system with three 3D triangular space trusses that provides strong support across the roof formed with two rows of secondary trusses perpendicular to each other. Philips Exeter Academy Sports Centre, Exeter, New Hampshire, USA. 1977 | Michael McKinnell & Gerhard Kallmann 3D triangular trusses supporting a 4-level spanning roof structure supported by concrete columns diagonally in the internal corridor luminated by clerestory windows above. ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 LECTURE 4 – MATERIALS Sainte-Geneviève Library, Paris, France. 1850 | Henri Labrouste A row of slender cast iron Ionic columns on stone plinths dividing the library interior into two aisles. Ornate cast iron arches span across the barrel vaults ceiling from the middle columns to stone columns on both sides. The Eiffel Tower, Paris, France. 1889 | Stephen Sauvestre | Maurice Koechlin & Émile Nouguier (Engineer) The over 300m tall lattice tower built with wrought iron that allows more flexibility and resistance to bending moment with stronger tensile strength compare to cast iron and its most advance structural material at the time. Shukhov Radio Tower, Moscow, Russia. 1922 | Vladimir Shukhov The 160-metre-high free-standing steel diagrid structure built with hyperboloid structure stacked on one another to form a conical shape. ARE214B BUILDING STRUCTURES I B CHENG HO YIU REX 193401515 B.Sc. Yr2 May 27, 2020 LECTURE 5 – TENSION STRUCTURE SUSPENSION BRIDGE STRUCTURES Chain Bridge at Falls of Schuylkill, Philadelphia, Pennsylvania, USA. 1808 | James Finley 61m span suspension bridge held up by iron chain cable connected to wooden A-frame towers, pair on each end and in the middle of the river, supported by stone structures. Menai Strait Suspension Bridge, Anglesey, North Wales, UK. 1826 | Thomas Telford 177m span suspension bridge originally had a wood deck support by wright iron chain cables with main cables connected to two stone towers. It is now replaced with steel deck and steel chain cables. Brooklyn Bridge, Manhattan – Brooklyn, New York City, USA. 1883| John Augustus Roebling 486m span cable stayed bridge first used thousands of steel wires to wrap together to form a cylindrical main cable, with steel wires suspend from the main cable and secondary cable stays from the stone towers to form a mess structure. George Washington Bridge, Manhattan – New Jersey, New York City, USA. 1931 | Othmar Ammann (Engineer) 1067m span double-decked cable suspension bridge with exposed steel truss bridge towers and steel decks. The main cables were form with steel wires and suspension cables are attached from the main cables to the deck. Golden Gate Bridge, San Francisco, USA. 1937 | Joseph Strauss | Charles Ellis | Leon Solomon Moisseiff | Irving Morrow 1281m span cable suspended bridge built across the harbour from both shores with uplifted decks, which then reached the desired from in the middle with subsequent loading added from the
Recommended publications
  • 1960 National Gold Medal Exhibition of the Building Arts
    EtSm „ NA 2340 A7 Digitized by the Internet Archive in 2012 with funding from LYRASIS Members and Sloan Foundation http://archive.org/details/nationalgoldOOarch The Architectural League of Yew York 1960 National Gold Medal Exhibition of the Building Arts ichievement in the Building Arts : sponsored by: The Architectural League of New York in collaboration with: The American Craftsmen's Council held at: The Museum of Contemporary Crafts 29 West 53rd Street, New York 19, N.Y. February 25 through May 15, i960 circulated by The American Federation of Arts September i960 through September 1962 © iy6o by The Architectural League of New York. Printed by Clarke & Way, Inc., in New York. The Architectural League of New York, a national organization, was founded in 1881 "to quicken and encourage the development of the art of architecture, the arts and crafts, and to unite in fellowship the practitioners of these arts and crafts, to the end that ever-improving leadership may be developed for the nation's service." Since then it has held sixtv notable National Gold Medal Exhibitions that have symbolized achievement in the building arts. The creative work of designers throughout the country has been shown and the high qual- ity of their work, together with the unique character of The League's membership, composed of architects, engineers, muralists, sculptors, landscape architects, interior designers, craftsmen and other practi- tioners of the building arts, have made these exhibitions events of outstanding importance. The League is privileged to collaborate on The i960 National Gold Medal Exhibition of The Building Arts with The American Crafts- men's Council, the only non-profit national organization working for the benefit of the handcrafts through exhibitions, conferences, pro- duction and marketing, education and research, publications and information services.
    [Show full text]
  • Structural Health Monitoring of Artemio Franchi Stadium In
    Structural health monitoring of “Artemio Franchi” Stadium in Florence, Italy: measurement using interferometric radar Lapo MICCINESI 1, Massimiliano PIERACCINI 1, Gloria TERENZI 2, Iacopo COSTOLI 3, Paolo SPINELLI 2, Giulia MAZZIERI 2 1 Department of Information Engineering, University of Florence, Florence, Italy http://www.ndt.net/?id=24901 2 Department of Civil and Environmental Engineering, University of Florence, Florence, Italy 3 Polytechnic Department of Engineering and Architecture, University of Udine, Udine, Italy Contact e-mail: [email protected] More info about this article: ABSTRACT: The “Artemio Franchi” Stadium in Florence, Italy, designed by Pier Luigi Nervi in 1929, was built from 1930 to 1932. The stadium has a reinforced concrete structure and it is composed by 24 stands, a 50-meter tower (“Maratona” tower) and a cantilever roof. In occasion of the World Cup in 1990 the stadium was renovated by adding seats at the ground level as retrofit. A study for seismic requalification is in progress and an interferometric radar was used for monitoring the architectural complex. In particular, the radar monitored the “Maratona” tower and some stands. In this paper, the preliminary results of this measurement campaign are reported. The wind action was exploited to test the “Maratona” tower and the measurement was performed both with an interferometric radar and a seismic accelerometer. Natural frequencies measured with both instruments substantially match. The stands are too rigid to be appreciably excited by wind or vehicular traffic, hence the measurements were performed during football matches. The supporters’ movements were used as input action to measure the dynamic properties of stands.
    [Show full text]
  • FORM and FORCE 7-10 October 2019, Barcelona, Spain
    60th Anniversary Symposium of the International Association for Shell and Spatial Structures IASS Symposium 2019 9th International Conference on Textile Composites and Inflatable Structures Structural Membranes 2019 FORM and FORCE 7-10 October 2019, Barcelona, Spain Carlos Lázaro, Kai-Uwe Bletzinger and Eugenio Oñate (Eds.) IASS Symposium 2019 60th Anniversary Symposium of the International Association for Shell and Spatial Structures Structural Membranes 2019 9th International Conference on Textile Composites and Inflatable Structures FORM and FORCE Barcelona, Spain October 7 - 10, 2019 A publication of: International Centre for Numerical Methods in Engineering (CIMNE) Barcelona, Spain ISBN: 978-84-121101-0-4 Printed by: Artes Gráficas Torres S.L., Huelva 9, 08940 Cornellà de Llobregat, Spain SUMMARY SUMMARY INVITED SESSIONS IS - Actual Structural Behavior of Thin Shells (IASS WG 5) ...................................... 45 IS - Adaptive Lightweight Structures .................................................................. 68 IS - Additive Manufacturing of Architectural Components........................................ 87 IS - Analysis and Design of Adaptive Structures ...................................................121 IS - Bio-inspiration for Structural Forms + Fractal and Form ...................................129 IS - Celebrating the Work of Mike Barnes ............................................................145 IS - Constructive Geometry for Structural Design (IASS WG 15) ...............................175 IS - Contemporary
    [Show full text]
  • Mid 20Th Century Architecture in NH: 1945-1975
    Mid 20th Century Architecture in NH: 1945-1975 Prepared by Lisa Mausolf, Preservation Consultant for NH Employment Security December 2012 Table of Contents Page I. Introduction 3 II. Methodology 4 III. Historic Context, Architecture in NH, 1945‐1975 5 IV. Design Trends in New Hampshire, 1945‐1975 43 Changes in the Post‐World War II Building Industry 44 Architectural Trends, 1945‐1975 61 Styles 63 V. Recommendations for Future Study 85 VI. Bibliography 86 Appendix A Examples of Resource Types 90 Appendix B Lists of NH Architects 1956, 1962, 1970 111 Appendix C Brief Biographies of Architects 118 2 I. Introduction The Mid 20th Century Architecture in New Hampshire Context: 1945‐1975 was prepared by Lisa Mausolf, Preservation Consultant, under contract for the New Hampshire Department of Employment Security. The context was prepared as mitigation for the sale of the Employment Security building at 32 South Main Street in Concord. The modern curtain wall structure was designed by Manchester architects Koehler & Isaak in 1958. A colorful landmark on South Main Street, discussion of the architectural significance of the building draws commentary ranging from praise “as an excellent example of mid‐ century Modern architecture and ideals of space, form, and function”1 to derision, calling it one of the ugliest buildings in Concord. NH Department of Employment Security, 32 South Main Street, Concord (1958) The Mid 20th Century Architecture in New Hampshire Context was prepared in order to begin work on a framework to better understand the state’s modern architectural resources. The report focuses primarily on high‐style buildings, designed by architects, and excludes residential structures.
    [Show full text]
  • Nervi's Cantilevering Stadium Roofs
    Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2013 „BEYOND THE LIMITS OF MAN” 23-27 September, Wroclaw University of Technology, Poland J.B. Obrębski and R. Tarczewski (eds.) Nervi’s cantilevering stadium roofs: discipline of economy leads to inspiration Sigrid Adriaenssens1, David P. Billington2 1Assistant Professor, Form Finding Lab, Princeton University, Princeton, USA, [email protected] 2 Professor Emeritus, Department of Civil and Environmental Engineering, Princeton University, NJ 08544, USA [email protected] Summary: Although he came from a tradition that built magnificent palaces and churches, the Italian master builder Pier Luigi Nervi is arguably mostly known for his sports infrastructure. In this paper, we focus on his first (Giovanni Berta Stadium, Florence, 1930-1932) and last (Olympic Flaminio Stadium, Rome, 1957-1959) internationally widely recognized stadium with cantilevering roof. Through literature studies and structural analyses, we compare and contrast these two stadia on the basis of their structural and constructional efficiency, economy and design intent within the specific social-political context of the interbellum and post-World War II era in Italy. The interpretation of these studies shows Nervi’s clear progression from imitation, innovation to inspiration in his stadium design. More specifically shortage of construction materials and skilled labor did not constrain his projects but drove Nervi to design and build great structures. Keywords: Nervi, ferro-cement, prefabrication, stadium, cantilever, grandstand 1. INTRODUCTION 2. IMITATION: ARCHITECTURAL FORMS AND IDEAS ABOUT REINFORCED CONCRETE Although he came from a tradition that built magnificent palaces and churches, the Italian master builder Pier Luigi Nervi (1891-1979) is Nervi’s life has been intrinsically linked to concrete.
    [Show full text]
  • Gli Artigiani Piemontesi Ad AF Milano
    Anno XXII - Fascicolo N. 93/2009 Inserti: Casa, Mobile-Arredo, Regalo, Gioielli, Artigianato, Arte, Antiquariato Costruzioni, Impianti, Infrastrutture, Mercato immobiliare, Energia, Ambiente tiratura 42.000 copie Exhibitions Congresses Tourism Wellness Gourmet Moda, artigianato e molto altro nel 2009 di Firenze Fiera assa - Copia saggio/Campione gratuito a p. 23 Il Piemonte scommette sull’energia alternativa a p. 50 GliGli arartigianitigiani piemontesipiemontesi Con Invernizzi Group orino - Tassa pagata / Taxe perçue - Nº93/2009 - Editore: PIANETA - Nº93/2009 Editore: perçue A. Sismonda 32 - 10145 pagata / Taxe Srl - Via orino - Tassa Torino alle fiere adad AFAF MilanoMilano dell’edilizia targate Reed a p.13 Exhibitions a p. 58 I Saloni 2009 ai blocchi di partenza / I Saloni 2009 Spedizione in a. p., 45%, art. 2, c. 20/b, legge 662/96 - Filiale di T In caso di mancato recapito si prega consegnare a Torino CMP per restituzione al mittente che si impegna a pagare la relativa t la relativa al mittente che si impegna a pagare CMP per restituzione a Torino consegnare si prega In caso di mancato recapito Heading for the Starting www.expofairs.com/prisma a p. 80 EDITORIALE Andrea Di Michele Storia dell’Italia repubblicana (1948-2008) Garzanti, Milano 2008, pp. 496, euro 17,50 Una modesta proposta, anzi… due G li ultimi ses- sant’anni della sto- A Modest Proposal, or Better Still… Two ria italiana sono ricostruiti dall’Au- di/by Giovanni Paparo tore, che parte dalla fine della stagione on gli articoli 39 e ith art. 39 and della Resistenza per 40 del decreto- 40 of Legal De- arrivare alle più Clegge n.
    [Show full text]
  • The Evolution of Concrete Shells; Innovations by Ildefonso Sánchez Del Río La Evolución De Las Estructuras Laminares; Innovaciones De Ildefonso Sánchez Del Río
    Informes de la Construcción Vol. 65, 530, 147-154, abril-junio 2013 ISSN: 0020-0883 eISSN: 1988-3234 doi: 10.3989/ic.12.051 The evolution of concrete shells; innovations by Ildefonso Sánchez del Río La evolución de las estructuras laminares; innovaciones de Ildefonso Sánchez del Río P. Cassinello(*) SUMMARY RESUMEN The legacy of Ildefonso Sánchez del Río El legado de Ildefonso Sánchez del Río Pisón (1898-1980) contains some of the Pisón (1898-1980) contiene algunas de most pioneer Spanish concrete shells. las más pioneras estructuras laminares It’s a fact that the “Modern Architec- españolas. Es un hecho que la “Aventura ture‘s Thin Shells Adventure” had just Laminar de la Arquitectura Moderna” start when he designed and built his empezó cuando él proyectó y construyó first work in Spain (1924). In the inter- sus primeros trabajos en España (1924). national context prevailing in the twen- En el contexto internacional de la década ties, the reinforced concrete was still de los años veinte, el hormigón armado evolving. The first Thin Concrete Shells estaba todavía en desarrollo. La primera was built by Dyckerhoff and Widman in estructura laminar fue construida por Jena, Germany (1922-1925). Ildefonso Dy ckerhoff and Widman en Jena. Alema- Sánchez was looking for a system to nia (1922-1925). Ildefonso Sánchez buscó design concrete shells in a simple way. un método sencillo de diseño. Finalmente, Finally, he founded his own and inno- encontró su propio e innovador sistema, vate system based in a similar method que estaba basado en un método similar to the ribbed Gothic Vault.
    [Show full text]
  • CIAB 8. VIII Congreso Internacional Arquitectura Blanca
    210 CIAB 8 CÁTEDRA BLANCA VALENCIA · EDITORIAL UNIVERSITAT POLITÈCNICA DE VALÈNCIA 8º Congreso Internacional de Arquitectura Blanca, Valencia, 7, 8 y 9 de Marzo de 2018 Turning Point at the UNESCO Headquarters Crossed Influences Between Pier Luigi Nervi and Marcel Lajos Breuer Martín Fuentes, Javier BAU International Berlin University of Applied Sciences. [email protected] https://doi.org/10.4995/CIAB8.2018.7424 Abstract: The history of architecture is closely linked to the evolution Two men and one destiny and the use of materials. Concrete was the most important material of the 20th century, becoming the medium for a new architecture. The architect Marcel Breuer, born in Hungary in 1902, died as an Many different architects not only relied on the use of concrete as American citizen in 1981. Having been trained at the Bauhaus in their main mode of expression but also got involved in the quest for Weimar under the long-lasting patronage of Walter Gropius, he a new architectural language for the so-called new material. Pier immigrated to the United States in 1937 due to World War II, af- Luigi Nervi and Marcel Breuer are not only among the great archi- ter spending three years working in England. In the United States, tects of the last century, but above all, they are masters of concrete, he first lived in Cambridge, Massachusetts, where he taught at both developing extensive bodies of work based on the use of the the Graduate School of Design (GSD) at Harvard University from material. 1938 to 1946. He was at the GSD not by chance, but because at the time, the Department of Architecture was directed by Gropius.
    [Show full text]
  • ENGINEERING and ARCHITECTURE Author(S): RICCARDO MORANDI Source: Journal of the Royal Society of Arts, Vol
    ENGINEERING AND ARCHITECTURE Author(s): RICCARDO MORANDI Source: Journal of the Royal Society of Arts, Vol. 110, No. 5066 (JANUARY 1962), pp. 75- 92 Published by: Royal Society for the Encouragement of Arts, Manufactures and Commerce Stable URL: http://www.jstor.org/stable/41367048 Accessed: 24-09-2017 17:29 UTC JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at http://about.jstor.org/terms Royal Society for the Encouragement of Arts, Manufactures and Commerce is collaborating with JSTOR to digitize, preserve and extend access to Journal of the Royal Society of Arts This content downloaded from 132.174.254.12 on Sun, 24 Sep 2017 17:29:33 UTC All use subject to http://about.jstor.org/terms ENGINEERING AND ARCHITECTURE A paper by PROFESSOR ING. RICCARDO MORANDI read to the Society on Wednesday, 15 th November , 1 96 1, with Sir Herbert Manzoni , С. В. E., City Engineer and Surveyor , Birmingham , and Presidenty Institution of Civil Engineers , in the Chair chairman : Professor Riccardo Morandi has travelled from Italy especially to talk to us this evening. You might think that, having regard to the name of your Chairman tonight, there is some matter of collusion. But I assure you that that is not so, for indeed I find it quite impossible to speak to Professor Morandi in his own language - he speaks very well to me in mine.
    [Show full text]
  • PIER LUIGI NERVI. Architecture for Sport
    PIER LUIGI NERVI. Architecture for sport The experimentation, ideas, methods and expertise of the talented Italian engineer and constructor 5 February – 2 October 2016 www.fondazionemaxxi.it #PierLuigiNervi A new material and new themes necessarily lead to new architecture (Pier Luigi Nervi) Rome 4 February 2016 . Stadia with innovative structures, diving boards that have become icons, sports centres with lace-like concrete domes, in the long career of Pier Luigi Nervi (1891 – 1979) research into sports facilities was a continuous fil rouge. From the first stadium built in Florence in 1929 to the Kuwait Sports Centre from 1968, 22 projects and their stories make up the exhibition Pier Luigi Nervi. Architecture for Sport curated by Micaela Antonucci with Annalisa Trentin and Tomaso Trombetti of the University of Bologna at MAXXI from 5 February to 2 October 2016 . “This exhibition traces the constructional and formal genesis of Pier Luigi Nervi's architecture for sport - from the football stadia to the sports halls and the swimming pools - that in the collective imagination have been and still are remarkable settings for sporting events", says Margherita Guccione Director of MAXXI Architettura . “A model of success, one of the most important early expressions of the Made in Italy phenomenon and a fundamental point of reference for contemporary architecture and engineering.” The exhibition features over 100 photographs, original drawings and documents drawn from the rich heritage of the Archivio Pier Luigi Nervi, part of the MAXXI Architettura Archives Centre and presented together with four models of the stadia from Florence, Rome, Swindon and Kuwait made by LaMo and LaMoViDA (the Laboratorio Modelli di Architettura and the Laboratorio di Modellazione e Visualizzazione Digitale per l’Architettura) of the University of Bologna.
    [Show full text]
  • PIER LUIGI NERVI Art and Science of Building • the TRAVELING EXHIBITION •
    PIER LUIGI NERVI Art and Science of Building • THE TRAVELING EXHIBITION • a project by Comunicarch Associates with PLN project Who is Pier Luigi Nervi? Why an exhibition For whom? The international exhibition on Pier Luigi Nervi? After the successes of previous “Pier Luigi Nervi. Art and Internationally esteemed and editions, the exhibition was Science of Building” celebrates praised during his lifetime, after transformed in 2014 in a light the life and work of one of the his death in 1979 the work of format and it will embark in a greatest and most inventive Pier Luigi Nervi fell into a period wide international tour towards structural engineers of the 20th of oblivion and it is only in recent other prospective locations in century, the Italian Pier Luigi years that extensive research Asia, North America and other Nervi (1891-1979). into his work has recommenced. parts of the world to celebrate With his masterpieces, In 2010, to commemorate the not only the genius and scattered the world over, Nervi thirtieth anniversary of Nervi’s inventiveness of Pier Luigi Nervi, contributed to create a glorious death, an international itinerant but also his genuine period for structural exhibition was developed. This international spirit, as a architecture. Nikolaus Pevsner, work marks the outcome of a designer, builder and educator. the distinguished historian of multifaceted research project Such an extended analysis and architecture, described him as that assembled a vast team of critical appraisal of Nervi’s “the most brilliant artist in scholars, with the aim of work is expected to offer a reinforced concrete of our time”.
    [Show full text]
  • Permanent University
    ACADEMIC REPORT PERMANENT UNIVERSITY 2009-2010 ACADEMIC YEAR 0/39 Academic Report – Permanent University – 2009-2010 Academic Year INTRODUCTION 1. ACADEMIC PROGRAMME – 2009-2010 ACADEMIC YEAR 2. PLANNING OF THE ACADEMIC YEAR AND SUMMARY OF THE ACADEMIC AND ADMINISTRATIVE TASKS PERFORMED 3. COMPLEMENTARY ACTIVITIES SPECIFIC TO THE UPUA a. QUALITY PLAN AND OTHER TRAINING PROGRAMMES FOR THE TEACHING STAFF OF THE PERMANENT UNIVERSITY 4. NATIONAL AND INTERNATIONAL PROJECTS AND INITIATIVES IN WHICH THE UPUA PARTICIPATES AND COLLABORATES a. THROUGHOUT THE YEAR AND IN COLLABORATION WITH AEPUM b. STUDENTS’ EXCHANGE PROGRAMME c. UPUA PARTICIPATION IN INTERNATIONAL ACTIVITIES d. UPUA PARTICIPATION IN PROJECTS 5. EXTRACURRICULAR ACTIVITIES AND CULTURE a. COLLABORATION WITH THE COCENTAINA, LA NUCÍA, XIXONA AND VILLENA UNIVERSITY VENUES AND THE MUNICIPALITIES OF NOVELDA AND L’ALFÀS DEL PI b. COMPLEMENTARY ACTIVITIES DEVELOPED BY THE UPUA IN COOPERATION WITH THE UPUA STUDENTS AND ALUMNI ASSOCIATION APPENDICES APPENDIX I: FINANCING OF THE 2009-2010 ACADEMIC PROGRAMME APPENDIX II: STATISTICS OF STUDENTS ENROLLED IN THE UPUA PROGRAMME 2009-2010 APPENDIX III: GRAPHS AND GENERAL STATISTICS 2009-2010 1/38 Academic Report – Permanent University – 2009-2010 Academic Year PERMANENT UNIVERSITY INTRODUCTION The Permanent University of the University of Alicante (UA) is a scientific, cultural and social development programme of the UA which has as its aim to promote Science and Culture, as well as intergenerational relationships, in order to improve the quality
    [Show full text]