Domes: Structure, Construction and Materials
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Truss Terminology
TRUSS TERMINOLOGY BEARING WIDTH The width dimension of the member OVERHANG The extension of the top chord beyond the providing support for the truss (usually 3 1/2” or 5 1/2”). heel joint. Bearing must occur at a truss joint location. PANEL The chord segment between two adjacent joints. CANTILEVER That structural portion of a truss which extends PANEL POINT The point of intersection of a chord with the beyond the support. The cantilever dimension is measured web or webs. from the outside face of the support to the heel joint. Note that the cantilever is different from the overhang. PEAK Highest point on a truss where the sloped top chords meet. CAMBER An upward vertical displacement built into a truss bottom chord to compensate for defl ection due to dead load. PLATE Either horizontal 2x member at the top of a stud wall offering bearing for trusses or a shortened form of connector CHORDS The outer members of a truss that defi ne the plate, depending on usage of the word. envelope or shape. PLUMB CUT Top chord cut to provide for vertical (plumb) TOP CHORD An inclined or horizontal member that establishes installation of fascia. the upper edge of a truss. This member is subjected to compressive and bending stresses. SCARF CUT For pitched trusses only – the sloping cut of upper portion of the bottom chord at the heel joint. BOTTOM CHORD The horizontal (and inclined, ie. scissor trusses) member defi ning the lower edge of a truss, carrying SLOPE (PITCH) The units of horizontal run, in one unit of ceiling loads where applicable. -
Pevsner's Architectural Glossary
Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 1 PEVSNER’S ARCHITECTURAL GLOSSARY Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 2 Nikolaus and Lola Pevsner, Hampton Court, in the gardens by Wren's east front, probably c. Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 3 PEVSNER’S ARCHITECTURAL GLOSSARY Yale University Press New Haven and London Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 4 Temple Street, New Haven Bedford Square, London www.pevsner.co.uk www.lookingatbuildings.org.uk www.yalebooks.co.uk www.yalebooks.com for Published by Yale University Press Copyright © Yale University, Printed by T.J. International, Padstow Set in Monotype Plantin All rights reserved. This book may not be reproduced in whole or in part, in any form (beyond that copying permitted by Sections and of the U.S. Copyright Law and except by reviewers for the public press), without written permission from the publishers Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 5 CONTENTS GLOSSARY Glossary pages new extra text:Layout 1 10/9/10 16:22 Page 6 FOREWORD The first volumes of Nikolaus Pevsner’s Buildings of England series appeared in .The intention was to make available, county by county, a comprehensive guide to the notable architecture of every period from prehistory to the present day. Building types, details and other features that would not necessarily be familiar to the general reader were explained in a compact glossary, which in the first editions extended to some terms. -
Put the Pedal to the Metal CONTINUING EDUCATION
2 EDUCATIONAL-ADVERTISEMENT Photo courtesy of Alucobond/Connor Group/Daniel Lunghi Photography CONTINUING EDUCATION CONTINUING Put the Pedal to the Metal CONTINUING EDUCATION Metal roofing and wall systems’ longevity, recyclability, 1 AIA LU/HSW and compatibility with retrofits and rooftop solar Learning Objectives After reading this article, you should be able to: technology present an impressive sustainable scorecard 1. Define the primary advantages that metal and metal roofs offer in delivering a long- Sponsored by Metal Construction Association lasting, energy-efficient building enclosure. 2. Identify the predominant aspects of metal one of the three little pigs built a account of their sustainable attributes. “Many roofing systems that make them highly house out of metal, but it would have metal products in the construction industry compatible with rooftop solar technologies N been a good way to keep away the big, are manufactured with recycled materials,” he and life-cycle benefits. bad wolf. explains. Notably, “it’s an excellent reuse or 3. List key integrated building systems and Sturdy, strong, and sustainable metal walls repurposing of materials that might previously strategies for maximizing energy and and roof panels are known for their durable have ended up in a landfill.” performance savings with metal roofing and green features. Metal is almost unbeatable One-hundred percent recyclable, metal retrofits. among building materials for its recyclable walls and roofs can also be manufactured 4. Discuss case studies illustrating the sustainability of metal roofing and wall properties, and metal walls and roofs contrib- with 40 percent recycled steel. This figure is systems. ute to reduced energy consumption, as their especially impressive in light of the estimated well-known cool roofing properties reflect heat 11 million tons of asphalt shingles that end To receive AIA credit, you are required to read energy and absorb less heat, keeping buildings up in landfills. -
HÁLÓZATELMÉLET ÉS MŰVÉSZET a Lineáris Információ Nincs Központban
MOHOLY-NAGY MŰVÉSZETI EGYETEM DOKTORI ISKOLA KALLÓ ANGÉLA HÁLÓZATELMÉLET ÉS MŰVÉSZET A Lineáris Információ Nincs Központban. Jöjjön a LINK! DLA ÉRTEKEZÉS TÉMAVEZETŐ: Dr. TILLMANN JÓZSEF BUDAPEST-KOLOZSVÁR 2009 TARTALOMJEGYZÉK DLA ÉRTEKEZÉS – TÉZISEK A DLA értekezés tézisei magyar nyelven – Bevezető – Tézisek Thesis of DLA dissertation (A DLA értekezés tézisei angol nyelven) – Introduction – Thesis DLA ÉRTEKEZÉS Bevezető 1. Hálózatelmélet – Előzmények 1.1. Kiindulópont 1.2. Hálózatelmélet – három név, három cím, három megközelítés 1.2.1. Barabási 1.2.2. Buchanan 1.2.3. Csermely 2. A háló ki van vetve 2.1. A hálózatelmélet hajnala 2.1.1. Sajátos gráfok 2.2. Lánc, lánc… 2.2.1. Az ismeretségi hálózat és a köztéri művészet 2.2.2. Az ismeretségi hálózat és a multimédia művészet 2.2.3. Az ismeretségi hálózat és a net art, avagy ma van a tegnap holnapja 1 2.3. Kis világ 2.3.1. Hidak 2.3.2. Mitől erős egy gyenge kapcsolat? 2.3.3. Centrum és periféria 2.4. Digitális hálózatok 2.4.1. A hálózatok hálózata 2.4.2. A világháló 2.4.3. A Lineáris Információ Nincs Központban. Jöjjön a LINK! 2.4.4. Kicsi világ @ világháló 2.5. Művészet a hálón 2.5.1. A net mint art 2.5.2. Interaktív művészet a hálón és azon túl 2.5.3. A szavak hálózata mint művészet 2.6. Szemléletváltás 2.6.1. A nexus néhány lehetséges módja 2.6.2. Egy lépésnyire a fraktáloktól 2.6.3. Fraktálok – természet, tudomány, művészet 2.6.4. Térképek 3. Összegzés magyar nyelven 4. Summary of DLA dissertation (Összegzés angol nyelven) Bibliográfia Curriculum Vitae 2 HÁLÓZATELMÉLET ÉS MŰVÉSZET A Lineáris Információ Nincs Központban. -
1 Dalí Museum, Saint Petersburg, Florida
Dalí Museum, Saint Petersburg, Florida Integrated Curriculum Tour Form Education Department, 2015 TITLE: “Salvador Dalí: Elementary School Dalí Museum Collection, Paintings ” SUBJECT AREA: (VISUAL ART, LANGUAGE ARTS, SCIENCE, MATHEMATICS, SOCIAL STUDIES) Visual Art (Next Generation Sunshine State Standards listed at the end of this document) GRADE LEVEL(S): Grades: K-5 DURATION: (NUMBER OF SESSIONS, LENGTH OF SESSION) One session (30 to 45 minutes) Resources: (Books, Links, Films and Information) Books: • The Dalí Museum Collection: Oil Paintings, Objects and Works on Paper. • The Dalí Museum: Museum Guide. • The Dalí Museum: Building + Gardens Guide. • Ades, dawn, Dalí (World of Art), London, Thames and Hudson, 1995. • Dalí’s Optical Illusions, New Heaven and London, Wadsworth Atheneum Museum of Art in association with Yale University Press, 2000. • Dalí, Philadelphia Museum of Art, Rizzoli, 2005. • Anderson, Robert, Salvador Dalí, (Artists in Their Time), New York, Franklin Watts, Inc. Scholastic, (Ages 9-12). • Cook, Theodore Andrea, The Curves of Life, New York, Dover Publications, 1979. • D’Agnese, Joseph, Blockhead, the Life of Fibonacci, New York, henry Holt and Company, 2010. • Dalí, Salvador, The Secret life of Salvador Dalí, New York, Dover publications, 1993. 1 • Diary of a Genius, New York, Creation Publishing Group, 1998. • Fifty Secrets of Magic Craftsmanship, New York, Dover Publications, 1992. • Dalí, Salvador , and Phillipe Halsman, Dalí’s Moustache, New York, Flammarion, 1994. • Elsohn Ross, Michael, Salvador Dalí and the Surrealists: Their Lives and Ideas, 21 Activities, Chicago review Press, 2003 (Ages 9-12) • Ghyka, Matila, The Geometry of Art and Life, New York, Dover Publications, 1977. • Gibson, Ian, The Shameful Life of Salvador Dalí, New York, W.W. -
Current Technologies and Trends of Retractable Roofs By
Current Technologies and Trends of Retractable Roofs by Julie K. Smith B.S. Civil and Environmental Engineering University of Washington, 2002 Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Requirements for the Degree of Master of Engineering in Civil and Environmental Engineering at the Massachusetts Institute of Technology June 2003 © 2003 Julie K. Smith. All rights reserved. The author hereby grants to MIT permission to reproduce and to distribute publicly paper and electronic copies of this thesis document in whole or in part. Signature of Author: Julie K. Smith Department of Civil and Environmental Engineering 1) May 9, 2003 Certified by:. Jerome Connor Professor/ of C il and Environmental Engineering Thesis Supervisor Accepted by: Oral Buyukozturk Professor of Civil and Environmental Engineering Chairman, Departmental Committee on Graduate Studies MASSACHUSETTS INSTITUTE OF TECHNOLOGY JUN 0 2 2003 LIBRARIES Current Technologies and Trends of Retractable Roofs by Julie K. Smith B.S. Civil and Environmental Engineering University of Washington, 2002 Submitted to the Department of Civil and Environmental Engineering on May 9, 2003 in Partial Fulfillment of the Requirements for the Degree of Master of Engineering in Civil and Environmental Engineering Abstract In recent years, retractable roofs have become a popular feature in sport stadiums. However, they have been used throughout time because they allow a building to become more flexible in its use. This thesis reviews the current technologies of retractable roofs and discusses possible innovations for the future. Most retractable roofs use either a 2-D rigid panel system or a 2-D membrane and I-D cable system. -
My MFA Experience Thesis Presented in Partial Fulfillment of The
My MFA Experience Thesis Presented in Partial Fulfillment of the Requirements for the Degree Master of Fine Arts in the Graduate School of The Ohio State University By Axel Cuevas Santamaría Graduate Program in Art The Ohio State University 2018 Master’s Examination Committee: Ken Rinaldo, Adviser Amy Youngs Alex Oliszewski Copyright by Axel Cuevas Santamaría 2018 Abstract This MFA thesis explores the threshold of phenomenological perception, audience attention and the mystery of imaginary worlds I perceive between microscopic and macroscopic dimensions. In the BioArt projects and digital immersive environments I present in this thesis, I have found the potential to explore real and imaginary landscapes. This exploration further expands, adding new physical and virtual layers to my work that activate the audience. My work incorporates the synthesis of projection mapping, biological living systems and interactive multimedia. It is the vehicle I use to contemplate the impermanence of time and the illusion of reality. i Dedication To the inspiring artists, dancers, doctors, musicians, philosophers, scientists, and friends I crossed paths with during my MFA at The Ohio State University Ken Rinaldo, Amy Youngs, Alex Oliszewski, Norah Zuniga Shaw, Michael Mercil, Ann Hamilton, Trademark Gunderson, Dr. Sarah Iles Johnston, Dani Opossum Restack, Todd Slaughter, Jason Slot, Roger Beebe, George Rush, Kurt Hentschlager, Rafael Lozano-Hemmer, Theresa Schubert, Andrew Adamatzky, Andrew Frueh, Nate Gorgen, Federico Cuatlacuatl, Florence Gouvrit Montoyo, Tess Elliot, Jessica Ann, Cameron Sharp, Kyle Downs, Sa'dia Rehman, Ph.D. Jose Orlando Combita-Heredia, Pelham Johnston, Lynn Kim, Jacklyn Brickman, Mel Mark, Ashlee Daniels Taylor, James D. MacDonald III, Katie Coughlin, Elaine Buss, Max Fletcher, Alicia Little, Eun Young Cho, Morteza Khakshoor, Catelyn Mailloux, Niko Dimitrijevic, Jeff Hazelden, Natalia Sanchez, Terry Hanlon, Travis Casper, Caitlin Waters, Joey Pigg. -
Italy Creates. Gio Ponti, America and the Shaping of the Italian Design Image
Politecnico di Torino Porto Institutional Repository [Article] ITALY CREATES. GIO PONTI, AMERICA AND THE SHAPING OF THE ITALIAN DESIGN IMAGE Original Citation: Elena, Dellapiana (2018). ITALY CREATES. GIO PONTI, AMERICA AND THE SHAPING OF THE ITALIAN DESIGN IMAGE. In: RES MOBILIS, vol. 7 n. 8, pp. 20-48. - ISSN 2255-2057 Availability: This version is available at : http://porto.polito.it/2698442/ since: January 2018 Publisher: REUNIDO Terms of use: This article is made available under terms and conditions applicable to Open Access Policy Article ("["licenses_typename_cc_by_nc_nd_30_it" not defined]") , as described at http://porto.polito. it/terms_and_conditions.html Porto, the institutional repository of the Politecnico di Torino, is provided by the University Library and the IT-Services. The aim is to enable open access to all the world. Please share with us how this access benefits you. Your story matters. (Article begins on next page) Res Mobilis Revista internacional de investigación en mobiliario y objetos decorativos Vol. 7, nº. 8, 2018 ITALY CREATES. GIO PONTI, AMERICA AND THE SHAPING OF THE ITALIAN DESIGN IMAGE ITALIA CREA. GIO PONTI, AMÉRICA Y LA CONFIGURACIÓN DE LA IMAGEN DEL DISEÑO ITALIANO Elena Dellapiana* Politecnico di Torino Abstract The paper explores transatlantic dialogues in design during the post-war period and how America looked to Italy as alternative to a mainstream modernity defined by industrial consumer capitalism. The focus begins in 1950, when the American and the Italian curated and financed exhibition Italy at Work. Her Renaissance in Design Today embarked on its three-year tour of US museums, showing objects and environments designed in Italy’s post-war reconstruction by leading architects including Carlo Mollino and Gio Ponti. -
Topology Optimized Hemispherical Shell Under Asymmetric Loads by Grace Melcher
Topology Optimized Hemispherical Shell under Asymmetric Loads by Grace Melcher B.S. in Civil and Environmental Engineering Massachusetts Institute of Technology, 2019 Submitted to the Department of Civil and Environmental Engineering in Partial Fulfillment of the Requirements for the degree of MASTER OF ENGINEERING IN CIVIL AND ENVIRONMENTAL ENGINEERING at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY May 2020 ©2020 Grace E Melcher. All rights reserved. The author hereby grants to MIT permission to reproduce and to distribute publicly paper and electronic copies of this thesis document in whole or in part in any medium now known or hereafter created. Signature of Author: Grace Melcher Department of Civil and Environmental Engineering May 8, 2020 Certified by: John Ochsendorf Class of 1942 Professor of Civil and Environmental Engineering and Architecture Thesis Co-Supervisor Certified by: Josephine Carstensen Assistant Professor of Civil and Environmental Engineering Thesis Co-Supervisor Accepted by: Colette L. Heald Professor of Civil and Environmental Engineering Chair, Graduate Program Committee 2 Topology Optimized Hemispherical Shell under Asymmetric Loads by Grace Melcher Submitted to the Department of Civil and Environmental Engineering on May 8, 2020 in Partial Fulfillment of the Requirements for the Degree of Master of Engineering in Civil and Environment Engineering ABSTRACT Domes are an efficient way to span long distances and resist gravity loads. The two kinds of classical domes prevalent in architecture are continuous shells and grid shells. Continuous shells are monolithic concrete or masonry; grid shells reorient material in lattice members to create depth throughout the shell thickness. This thesis considers the design of a topology optimized hemisphere, a hemispherical continuous shell, and a hemispherical grid shell, and compares the structural performance of these three shells under asymmetric loads. -
Encoding Fullerenes and Geodesic Domes∗
SIAM J. DISCRETE MATH. c 2004 Society for Industrial and Applied Mathematics Vol. 17, No. 4, pp. 596–614 ENCODING FULLERENES AND GEODESIC DOMES∗ JACK E. GRAVER† Abstract. Coxeter’s classification of the highly symmetric geodesic domes (and, by duality, the highly symmetric fullerenes) is extended to a classification scheme for all geodesic domes and fullerenes. Each geodesic dome is characterized by its signature: a plane graph on twelve vertices with labeled angles and edges. In the case of the Coxeter geodesic domes, the plane graph is the icosahedron, all angles are labeled one, and all edges are labeled by the same pair of integers (p, q). Edges with these “Coxeter coordinates” correspond to straight line segments joining two vertices of Λ, the regular triangular tessellation of the plane, and the faces of the icosahedron are filled in with equilateral triangles from Λ whose sides have coordinates (p, q). We describe the construction of the signature for any geodesic dome. In turn, we describe how each geodesic dome may be reconstructed from its signature: the angle and edge labels around each face of the signature identify that face with a polygonal region of Λ and, when the faces are filled by the corresponding regions, the geodesic dome is reconstituted. The signature of a fullerene is the signature of its dual. For each fullerene, the separation of its pentagons, the numbers of its vertices, faces, and edges, and its symmetry structure are easily computed directly from its signature. Also, it is easy to identify nanotubes by their signatures. Key words. fullerenes, geodesic domes, nanotubes AMS subject classifications. -
Permanent Bracing Commentary
Commentary for Permanent Bracing of Metal Plate Connected Wood Trusses John E. Meeks, P.E., Original Author Reviewed by the Engineering Review Committee of the Wood Truss Council of America and the Technical Advisory Committee Wood Truss Council of America of the Truss Plate Institute One WTCA Center 6425 Normandy Lane • Madison, WI 53719-1133 608/274-4849 • 608/274-3329 (fax) www.woodtruss.com • [email protected] Copyright © 1999 Wood Truss Council of America COMMENTARY FOR PERMANENT BRACING OF METAL PLATE CONNECTED WOOD TRUSSES TABLE OF CONTENTS INTRODUCTION ......................................................................................................................................................... 1 DEFINITIONS ............................................................................................................................................................... 1 SCOPE ............................................................................................................................................................................. 2 GENERAL PROCEDURES .................................................................................................................................. 2 Roof or Floor Loads ............................................................................................................................................... 3 Architect and/or Engineer of Record - Building Designer .................................................................................... 3 Approval of Truss Submittals -
Description 1628-1633 Planter Gothic Cathedral. Spire. Chancel and Chapter House Added. 'Rising up Powerfully Above the Steps
Foyle Civic Trust St Columb’s Cathedral Living City Project 2 Map Reference C1 Address St Columb’s Cathedral Name St Columb’s Cathedral Map Reference C1 Plot Number 1 Listed Building yes Reference HB01/19/001 Grade A Conservation Area yes Reference historic city Building at Risk no Reference n/a Date of Construction 1628-1633 Original Use cathedral Present Use cathedral Description 1628-1633 Planter Gothic Cathedral. Spire. Chancel and Chapter House added. ‘Rising up powerfully above the steps of St Columb’s Court where the cathedral comes close to the walls of the court house, it can be seen best as a whole from SW, where its churchyard runs unimpeded by buildings up to the southernmost stretch of the city walls. For all the different dates the materials are the same: rubble schist walls with sandstone trim. The tower and steeple are typical of their date, though more lavish in scale than usual. Four-stage tower with thin clasping buttresses, regular string courses, and octagonal pinnacles that seem to be an early c19 attempt to catch the style of the original c17 church. The spire too has an odd feature in the roll mouldings of the arrises. Beyond the green gabled projections of Drew’s chapter house [Thomas Drew] and vestry – the latter on the site of the original s porch [this statement appears not to be accurate] – the s aisle of 1628 takes over, with late Gothic windows and curious quasi-classical buttresses. The windows are in groups of four lights, cusped, and set within a shallow segmental arch with a segmental hood mould above.