Importance of Structure in Architectural Design
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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. -
Awards Program April 3 • Marriott Tampa Waterside • Tampa, FL Table of Contents
Spring Convention April 3-7, 2011 Marriott Tampa Waterside & 2011Westin Harbour Island, Tampa, FL Awards Program April 3 • Marriott Tampa Waterside • Tampa, FL Table of Contents List of Awards .................................................... 2-3 Honorary Members .......................................... 4-10 50-Year Membership Citations ..................... 11-14 Fellows ................................................15-20, 42-57 Award Citations ............................................. 21-39 Chapter Awards—Citations of Excellence ....... 40 ACI University Awards ....................................... 41 Award Recipient Biographies ....................... 42-75 Index ............................................................... 76-79 1 Awards HONORARY MEMBERSHIP Zdeneˇk P. Bažant Terence C. Holland Shunsuke Otani Nicholas J. Carino Tony C. Liu Richard D. Stehly* 50-YEAR MEMBERSHIP Hiroyuki Aoyama Eugene P. Holland Kenneth H. Pukita Hansraj Ashar Jules Houde Charles H. Raths Simeon Beer Thomas T. C. Hsu John E. Sadler Ian M. Dance Merl Isaak Phil Seabrook Kurt H. Gerstle James O. Jirsa Dale M. Stevens Paul Gordon Alfred Kaufman R. Sundaram Roger Green Wataru Koyanagi Warren H. Trester Zareh B. Gregorian Thomas A. McCormick Leslie Vides William Hanuschak Carson K. C. Mok René Walther Robert Hodnett Sharad (Steve) Parikh Arnold Wilson FELLOWS Julie K. Buffenbarger Jason J. Krohn Koji Sakai Fernando J. Fernandez Victor C. Li Yixin Shao Fred Goodwin Faris A. Malhas Hitoshi Shiohara Brian H. Green Stephen S. Marchese Jongsung Sim Patrick J. Harrison Tracy Marcotte David Suchorski Mary Beth Donald M. Marks Stephen S. Szoke Deisz Hueste Robert A. Nuñez Suneel N. Vanikar Shyh-Jiann Hwang Carlos E. Ospina Cloyd E. (Joseph) Roger S. Johnston Gustavo J. Warnes Allan R. Kenney Parra-Montesinos Charles A. Weiss Jr. William M. Klorman John W. Roberts Michelle L. Wilson ARTHUR R. ANDERSON AWARD Robert Douglas Hooton ROGER H. -
Effects of Wingwall Configurations on Integral Abutment Bridges
ABSTRACT Title of Document: EFFECTS OF WINGWALL CONFIGURATIONS ON THE BEHAVIOR OF INTEGRAL ABUTMENT BRIDGES Andreas Paraschos, Doctor of Philosophy, 2016 Dissertation Directed By: Professor Amde M. Amde Department of Civil and Environmental Engineering This research includes parametric studies performed with the use of three-dimensional nonlinear finite element models in order to investigate the effects of cantilever wingwall configurations on the behavior of integral abutment bridges located on straight alignment and zero skew. The parametric studies include all three types of cantilever wingwalls; inline, flared, and U-shaped wingwalls. Bridges analyzed vary in length from 100 to 1200 feet. Soil-structure and soil-pile interaction are included in the analysis. Loadings include dead load in combination with temperature loads in both rising and falling temperatures. Plasticity in the integral abutment piles is investigated by means of nonlinear plasticity models. Cracking in the abutments and stresses in the reinforcing steel are investigated by means of nonlinear concrete models. The effects of wingwall configurations are assessed in terms of stresses in the integral abutment piles, cracking in the abutment walls, stresses in the reinforcing steel of abutment walls, and axial forces induced in the steel girders. The models developed are analyzed for three types of soil behind the abutments and wingwalls; dense sand, medium dense sand, and loose sand. In addition, the models consider both the case of presence and absence of predrilled holes at the top nine feet of piles. The soil around the piles below the predrilled holes consists of very stiff clay. The results indicate that for the stresses in the piles, the critical load is temperature contraction and the most critical parameter is the use of predrilled holes. -
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. -
Physical Models
ABOUT THE BOOK Bill Addis (Ed.) Physical models have been, and continue to be used by The book concludes with overviews of the current use of engineers when faced with unprecedented challenges, physical models alongside computer models, for exam- Physical Models when engineering science has been inadequate or even ple in boundary layer wind tunnels, seismic engineering, non-existent, and in any other situation when engineers hydrology, soil mechanics, and air flow in buildings. have needed to raise their confidence in a design pro- Traditionally, progress in engineering has been attribut- Their historical and current use in civil posal to a sufficient level in order to begin construction. ed to the creation and use of engineering science, the For this reason, models have mostly been used by de- understanding of materials properties and the develop- and building engineering design signers and constructors of highly innovative projects, ment of new construction methods. The book argues when previous experience has not been available. that the use of reduced-scale models has played an The book covers the history of using physical models in equally important part in the development of civil and the design and development of civil and building engi- building engineering. However, like the history of engi- the book summarizes the history of neering projects including Robert Stephenson’s Britan- neering design itself, this crucial contribution has not model testing by design and nia Bridge in the 1840s, the masonry Aswan Dam in the been widely reported or celebrated. C O N S T R U I H Y E 1890s and the Boulder Dam in the 1930s; tidal flow in The book includes 39 chapters written by 29 authors construction engineers in a single Bill Addis (Ed.) estuaries and wind and seismic loads on structures from from ten different countries. -
Hardy Cross by Richard G
Hardy Cross A Man Ahead of His Time By Richard G. Weingardt Professor Cross, the first American Moment-Distribution or Hardy awarded the highly coveted Gold Medal Cross Method–first introduced of the British Institution of Structural in 1930, made use of converging Engineers, was a far-seeing innovator approximations to rapidly distri- and structural engineering superstar bute fixed-end moments. (A basic who always thought outside the box. and simple example of the Method He received the celebrated British award is illustrated in Figure 1.) when was 73 years old, during the Essentially, what Cross’s methods Institute’s 50th anniversary celebrations did was simplify the monumental in 1958. During the Gold Medal mathematical task of calculating ceremonies, at the group’s convention innumerable equations to solve in Manchester, England, Cross delivered complex problems in the fields of a stirring keynote address exalting the structural and civil engineering, merits of engineering in forwarding long before the computer age. It societal progress. revolutionized how the profession © During the latter half of his Copyrightcareer, addressed complicated problems; Hardy often stated, “People [mistakenly] whenever engineers in the latter take for granted that an engineer is part of the 20th century talked by definition a technocrat, somebody about methods for designing stumbling across campus with a pen- difficult structures, the name of protector in his front pocket and a satchel Hardy Cross was always invoked full of calculations.” The classically with awe. educated Cross, however, was far from According to Old Dominion fitting that mold or any other. He was University Professor Zia Razzaq, one of a kind–a philosopher as well as “In Hardy Cross’s day, if you wanted Hardy Cross (William J. -
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. -
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 -
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. -
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. -
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. -
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.