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  • 1
    UID:
    almahu_9949182574802882
    Format: 1 online resource (1448 pages)
    Edition: 1st ed.
    ISBN: 1-00-317343-8 , 1-000-46876-3 , 1-003-17343-8
    Note: Cover -- Half Title -- Title Page -- Copyright Page -- Table of contents -- Introduction: History of Construction Cultures -- Committees -- Organizing institutions -- Supporting institutions -- Open session: Construction processes -- Early Greek temple design and roof construction -- 1 INTRODUCTION -- 2 PLAN ASPECT RATIO AND ROOFCONSTRUCTION. GEOGRAPHICALDISTRIBUTION -- 3 TECHNICAL FEATURES OF FLATAND PITCHED ROOFS -- 4 STRUCTURAL FRAME AND WIDTHINCREASE -- 5 CONCLUSIONS -- REFERENCES -- Precursors of aseismic design: The case of Achaemenid monumental architecture -- 1 INTRODUCTION -- 2 MONUMENTALITY IN ANTIQUITYAND NATURAL DISASTERS -- 3 ACHAEMENID COURT ARCHITECTUREAND EARTHQUAKE READINESS -- 4 FTHE ORIGINS OF THE ACHAEMENIDS'ASEISMIC CONSTRUCTION -- 5 CONCLUSION -- REFERENCES -- Incomplete: The discontinued building project of a Greek temple of the Classical period -- 1 INTRODUCTION -- 2 OBJECT OF INVESTIGATION -- 3 FROM QUARRY TO CONSTRUCTION SITE -- 4 CONSTRUCTION PROCESS -- 5 REPAIR AND SACRIFICE? -- 6 CONCLUSION -- ACKNOWLEDGEMENTS -- REFERENCES -- On-site design decisions at the Basilica of Maxentius in Rome -- 1 DESIGN ANALYSIS -- 2 CASE STUDY: THE BASILICA OFMAXENTIUS -- 3 EVIDENCE OF MODIFIED DESIGNDECISIONS OR THOSE REQUIRINGFURTHER ELABORATION -- 4 THE DESIGN "ERROR" OF THE NORTHERNFAÇADE -- 5 CONCLUSIONS -- REFERENCES -- Investigating forms and formwork in the nave aisles at Tewkesbury Abbey -- 1 INTRODUCTION -- 2 FORM AND STRUCTURE -- 3 QUANTIFICATION AND ANALYSIS -- 4 CONSTRUCTION -- 5 CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- Three hybrid church roofs from 1150-1200 inWestern Sweden -- 1 INTRODUCTION -- 2 THREE HYBRID CHURCH ROOFS -- 3 THE "CHAÎNE OPÉRATOIRE" -- 4 THE EARLY "DOUBLE-FRAMED" CHURCHROOFS OF SWEDEN - FORGOTTENHYBRIDS -- ACKNOWLEDGEMENTS -- REFERENCES. , The construction of the medieval domes of the Basilica of St Anthony in Padua -- 1 INTRODUCTION -- 2 THE DOMES OF THE BASILICA -- 3 HISTORY OF REPAIRS -- 4 DATING AND HYPOTHETICAL ORIGINALCONFIGURATION -- 5 MEDIEVAL CONSTRUCTION PROCESS -- 6 CONCLUSION -- ACKNOWLEDGEMENTS -- REFERENCES -- Simply complex: Case studies on complex stone constructions of High Medieval courtly chimneys -- 1 A SYMBOL OF POWER -- 2 THE CHIMNEYS IN THE RÖMERTURM ATREGENSBURG -- 3 THE KEEP OF THE SCHÖNBURG -- 4 EXAMPLES OF FURTHERCONSTRUCTIONS -- 5 CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- Medieval transformations of the Basilica of St Anthony in Padua based on an analysis of the original brickwork -- 1 INTRODUCTION -- 2 CONSTRUCTIVE FEATURES -- 3 L'INTRICATO LABIRINTO -- 4 BRICKWORK -- 5 FURTHER STEPS -- 6 CONCLUSION -- ACKNOWLEDGEMENTS -- REFERENCES -- Twoand three-dimensional geometry in tierceron vaults: A case study of the cloister at Norwich Cathedral -- 1 INTRODUCTION -- 2 CHRONOLOGY -- 3 VAULT PLANS -- 4 MIDDLE PLANS -- 5 RIB CURVATURES -- 6 CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- Vaults, centring, and formwork of the Late Gothic period in Southern Germany -- 1 INTRODUCTION -- 2 VAULTING WITH FORMWORK -- 3 VAULTING WITHOUT FORMWORK -- 4 COMBINATION OF METHODS -- 5 CENTRING -- 6 SUBSTRUCTURES OF CENTRING -- 7 CONCLUSION -- REFERENCES -- The frame vault of the anti-refectory in the Olivetan Abbey of St. Nicholas in Rodengo Saiano -- 1 INTRODUCTION -- 2 BRICK-MASONRY FRAME VAULTS INNORTHERN ITALY -- 3 THE OLIVETAN ABBEY OF ST. NICOLASIN RODENGO SAIANO -- 4 THE MORTARED-RUBBLE-FRAME VAULTOF THE ANTI-REFECTORY -- 5 THE LEGACY OF FRAME VAULTS -- ACKNOWLEDGEMENTS -- REFERENCES -- Building a castle in Japan: Analysis of the masonry construction process through the folding screen Chikuj -- 1 INTRODUCTION. , 2 TRANSPORTATION OF STONE MATERIALSFROMTHE QUARRY TO THECONSTRUCTION SITE -- 3 JAPANESE FOLK TRADITIONS RELATEDTO MASONRY CONSTRUCTION -- 4 IMPLEMENTATION OF STONE MATERIALSON SITE -- 5 SOCIAL HIERARCHY ON THECONSTRUCTION SITE -- 6 CONCLUSION -- REFERENCES -- The Gothic town hall model of Augsburg -- 1 AUGSBURG, TOWN HALL AND MODELS -- 2 THE MODEL OF THE GOTHIC TOWN HALL -- 3 CONCLUSION -- REFERENCES -- Haft-rang tile workshop in Qajar Iran: Production and craftsmen -- 1 INTRODUCTION -- 2 THE HISTORICAL DEVELOPMENT OFPERSIAN HAFT-RANG TILE -- 3 TRADITIONAL SHIRAZ TILEWORKSHOPS -- 4 CONCLUSION -- REFERENCES -- Erudite vaults by anonymous builders: The vaulted houses of Fuzeta (Portugal) -- 1 INTRODUCTION -- 2 VAULTS IN CONSTRUCTION HISTORY -- 3 THE VAULTED HOUSES OF FUZETA -- 4 THE GEOMETRY OF VAULTS: A CLUE TOITS ERUDICITY -- 5 CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- Pneumatic foundations in the bridges of the first Italian railways -- 1 ITALIAN RAILWAYS: PNEUMATICFOUNDATIONS FOR NEW BRIDGES -- 2 ORIGINS AND DEVELOPMENT OFPNEUMATIC FOUNDATIONS -- 3 PNEUMATIC FOUNDATIONS WITH CASTIRON TUBES: THE SAVOY BRIDGES -- 4 PNEUMATIC FOUNDATIONS WITHWROUGHT IRON CAISSONS: THE BRIDGESOVER THE RIVER PO -- 5 CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- Reclamation work and stone masonry at the Nagasaki Harbour wharves (1889-97) -- 1 INTRODUCTION -- 2 LAYOUT AND HARBOUR FUNCTION OFNAGASAKI FOREIGN SETTLEMENTS -- 3 REPAIRS OF STONE WHARVES INNAGASAKI HARBOUR IN 1889 -- 4 THE STONEWORK OF WHARF REPAIRS -- 5 EXTENSION OF MITSUBISHI NAGASAKISHIPYARD AND ITS RECLAMATION -- 6 CONCLUSIONS -- REFERENCES -- Ipiranga Museum: 3D laser scanning as a contribution to Construction History -- 1 INTRODUCTION -- 2 IPIRANGA MUSEUM: CONSTRUCTIONFEATURES -- 3 THE POINT CLOUD OF THE IPIRANGAMUSEUM: CONTRIBUTIONS TO THEANALYSIS OF THE BUILDING -- 4 FINAL CONSIDERATIONS. , ACKNOWLEDGEMENTS -- REFERENCES -- Black concrete power: The Tuskegee block and Low Cash-Cost Housing -- 1 INTRODUCTION -- 2 FARM IMPROVEMENTS -- 3 TUSKEGEE INSTITUTE ANDCONSTRUCTION PEDAGOGY -- 4 LOW-CASH COST HOUSING -- 5 LEGACY OF TUSKEGEE EXPERIMENTS -- 6 CONCLUSION -- REFERENCES -- Bridge replacement due to structural obsolescence. The case of the Ciudad Real-Badajoz railway bridges (Spain) -- 1 INTRODUCTION -- 2 CONTEXT -- 3 THE REPLACEMENTS -- 4 CONCLUSIONS -- ACKNOWLEDGEMENTS -- REFERENCES -- The Sant'Elia Kindergarten in Como: Structural behaviour and the issue of durability -- 1 INTRODUCTION -- 2 FROM DESIGN TO CONSTRUCTIONWORK -- 3 STRUCTURAL ISSUES AND SUBSEQUENTPROJECTS (1966-2020) -- 4 CONCLUSIONS -- REFERENCES -- The innovative application of the curtain wall in the Galfa Tower -- Masonry and its role in the mid-20th century: G area houses in the Le Vallette district of Turin -- Modern dwellings afterWorldWar II: An Italian experience of wooden prefabrication by Legnami Pasotti -- Morandi (1957-1962) and the cable-stayed Bridge over Lake Maracaibo: Pioneering contributions -- The USM HALLER stahlbausystem MINI-MIDI-MAXI, designed by Fritz Haller, 1959-1987 -- The Catalan vaults of Roberto Gottardi's School of Theater in Havana: Some discoveries on the construction technique -- Plovdiv concrete: Modern, bold, valuable? Houses of youth and of science and technology -- Open session: Building services and techniques -- Observations on the design and building of the Roman Segovia Aqueduct -- Medieval geometry and the Gothic style at the Cathedral of Tortosa -- Acoustic vases in the Portuguese synagogue of Tomar: Analogies with other coeval worship buildings -- The vaulted systems of the colonial city of Quito, Ecuador -- Pursuing comfort in late 19th century school buildings in Milan: Technical knowledge and role of the enterprises. , Space funicular polygons and their applications by Émile Foulon -- Lighting and visual comfort systems in administrative buildings in 1950s Milan -- Energy-aware construction within the Modern Movement: Erskine's approach -- We're not in Kansas anymore: ASHRAE and the global growth of thermal comfort research -- 'Sirapite for Sopranos': Tempered construction and designing for musical tone -- The 1968 Integrated Facade System by Josef Gartner -- Open session: Structural theory and analysis -- The aditus maximus of the Roman Theatre in Málaga: An early model ofRoman stonework vault -- Experimental analysis to define the stability conditions of the temple ofVesta in Forum Romanum -- Geometry by eye: Medieval vaulting of the Anba Hadra Church (Egypt) -- The construction and stereotomy of the medieval vaults in Notre-Dame: Planning, stone-cutting and building of the double-curved -- Geometry and construction of the severies of the vaults in the Cathedral of -- Vaults on the water: A systematic analysis of vault construction in theWasserkirche Zurich -- Stone and brick flat vaults from the 16th century in Spain -- The renovation of the Church of San Benito Abad in Agudo (Ciudad Real, Spain) through a 17th-century drawing -- The geometric design of the "Guarinesque" vaults in Banz and Vierzehnheiligen in relation to the treatises of stereotomy -- Joseph M.Wilson, Henry Pettit and the iron truss bridges of the Pennsylvania Railroad -- Construction of English fan vaults: The tangent plane as a surface of operation -- Graphical analysis of masonry domes. Historical approaches (1850-1920) -- Portuguese timbrel vaults-description and constructive tests -- The bells of Brisbane Cathedral -- Calculation methods for reinforced concrete structures at the beginning of the 20th century: The Modernissimo Theater in Bologna. , The Orense railway station: A shell roof by Eduardo Torroja.
    Additional Edition: ISBN 1-03-200203-4
    Language: English
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