History of construction cultures. Volume 2 : proceedings of the 7th International Congress on Construction History (7ICCH 2021), July 12-16, 2021, Lisbon, Portugal

History of construction cultures Volume 2 : proceedings of the 7th International Congress on Construction History (7ICCH 2021), July 12-16, 2021, Lisbon, Portugal Volume 2 :

Detalles Bibliográficos
Otros Autores: Mateus, João Mascarenhas, editor (editor), Pires, Ana Paula Soares, editor
Formato: Libro electrónico
Idioma:Inglés
Publicado: Boca Raton : CRC Press [2021]
Edición:1st ed
Materias:
Building > History > Congresses.
Construction industry > History > Congresses.
Ver en Biblioteca Universitat Ramon Llull:https://discovery.url.edu/permalink/34CSUC_URL/1im36ta/alma991009624644006719
Tabla de Contenidos:
  • 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.

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