Ribbed Vault (Edited from Wikipedia)
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Basic Technical Rules the Nubian Vault (Nv)
PRODUCTION CENTRE INTERNATIONAL PROGRAMME BASIC TECHNICAL RULES v3 BASIC TECHNICAL RULES THE NUBIAN VAULT (NV) TECHNICAL CONCEPT THE NUBIAN VAULT ASSOCIATION (AVN) ADVICE TO MSA CLIENTS Version 3.0 SEASON 2013-2014 COUNTRY INTERNATIONAL Association « la Voûte Nubienne » - 7 rue Jean Jaurès – 34190 Ganges - France February 2015 www.lavoutenubienne.org / [email protected] / +33 (0)4 67 81 21 05 1/14 PRODUCTION CENTRE INTERNATIONAL PROGRAMME BASIC TECHNICAL RULES v3 CONTENTS CONTENTS.............................................................................................................2 1.AN ANCIENT TECHNIQUE, SIMPLIFIED, STANDARDISED & ADAPTED.........................3 2.MAIN FEATURES OF THE NV TECHNIQUE........................................................................4 3.THE MAIN STAGES OF NV CONSTRUCTION.....................................................................5 3.1.EXTRACTION, FABRICATION & TRANSPORT OF MATERIAL....................................5 3.2.CHOOSING THE SITE....................................................................................................5 3.3.MAIN STRUCTURAL WORKS........................................................................................6 3.3.1.Foundations........................................................................................................................................ 6 3.3.2.Load-bearing walls.............................................................................................................................. 7 3.3.3.Arches in load-bearing -
Gothic Churches in Paris St Gervais Et St Protais Image Matching 3D Reconstruction to Understand the Vaults System Geometry
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XL-5/W4, 2015 3D Virtual Reconstruction and Visualization of Complex Architectures, 25-27 February 2015, Avila, Spain GOTHIC CHURCHES IN PARIS ST GERVAIS ET ST PROTAIS IMAGE MATCHING 3D RECONSTRUCTION TO UNDERSTAND THE VAULTS SYSTEM GEOMETRY M.Capone a, , M. Campi b, R. Catuogno c a DiARC Dipartimento di Architettura Università degli Studi di Napoli Federico II, [email protected] b DiARC Dipartimento di Architettura Università degli Studi di Napoli Federico II, [email protected] c DiARC Dipartimento di Architettura Università degli Studi di Napoli Federico II, [email protected] Commission V, WG V/4 KEY WORDS: Structure from Motion, Image Matching, 3D Modeling, Ribbed Vaults, Gothic Flamboyant, 3D reconstruction. ABSTRACT: This paper is part of a research about ribbed vaults systems in French Gothic Cathedrals. Our goal is to compare some different gothic cathedrals to understand the complex geometry of the ribbed vaults. The survey isn't the main objective but it is the way to verify the theoretical hypotheses about geometric configuration of the flamboyant churches in Paris. The survey method's choice generally depends on the goal; in this case we had to study many churches in a short time, so we chose 3D reconstruction method based on image dense stereo matching. This method allowed us to obtain the necessary information to our study without bringing special equipment, such as the laser scanner. The goal of this paper is to test image matching 3D reconstruction method in relation to some particular study cases and to show the benefits and the troubles. -
READY VAULT Instructions #1050224 Product #222933 Revision A
READY VAULT Instructions #1050224 Product #222933 Revision A 1 IMPORTANT SAFETY INFORMATION • This vault is designed to increase safety of unloaded firearm(s). Completely unload the firearm(s) before using this device. • Treat every firearm as if it were loaded. • Always keep the muzzle pointed in a safe direction when handling any firearm. • Read the owner’s manual and instructions supplied with your firearm before attempting to operate the firearm and use this vault. • Always store unloaded and locked firearms in a safe place inaccessible to children and other unauthorized persons. Store ammunition in a separate locked or secure location. • Do not store the combination to the vault in the same place as your vault. • This vault is only part of an effective firearm safety and storage solution, and should not be a substitute for safe firearm handling or secure storage. • This vault is designed to be a convenient locking mechanism, but tools, determination, and time can overcome any vault. • Always engage the safety and never touch the trigger when placing or removing the firearm from the vault. • Always fasten the vault to a secure object. See mounting instructions. IMPORTANT • This vault features a programmable lock mechanism. Upon removing this product from the packaging for the first time, be sure to program the lock to a unique combination (See programming lock instructions for more details). • You should document your programmed combination and store this documented combination in a secure location, so that the combination can be retrieved if forgotten. Combination should be stored in a secure location, inaccessible to children and unauthorized individuals. -
The English Claim to Gothic: Contemporary Approaches to an Age-Old Debate (Under the Direction of DR STEFAAN VAN LIEFFERINGE)
ABSTRACT MARY ELIZABETH BLUME The English Claim to Gothic: Contemporary Approaches to an Age-Old Debate (Under the Direction of DR STEFAAN VAN LIEFFERINGE) The Gothic Revival of the nineteenth century in Europe aroused a debate concerning the origin of a style already six centuries old. Besides the underlying quandary of how to define or identify “Gothic” structures, the Victorian revivalists fought vehemently over the national birthright of the style. Although Gothic has been traditionally acknowledged as having French origins, English revivalists insisted on the autonomy of English Gothic as a distinct and independent style of architecture in origin and development. Surprisingly, nearly two centuries later, the debate over Gothic’s nationality persists, though the nationalistic tug-of-war has given way to the more scholarly contest to uncover the style’s authentic origins. Traditionally, scholarship took structural or formal approaches, which struggled to classify structures into rigidly defined periods of formal development. As the Gothic style did not develop in such a cleanly linear fashion, this practice of retrospective labeling took a second place to cultural approaches that consider the Gothic style as a material manifestation of an overarching conscious Gothic cultural movement. Nevertheless, scholars still frequently look to the Isle-de-France when discussing Gothic’s formal and cultural beginnings. Gothic historians have entered a period of reflection upon the field’s historiography, questioning methodological paradigms. This -
The Vault with Curvilinear Ribs in the “Hall of Arms”
In: Proceedings of the First Conference of the Construction History Society, ed. by James W P Campbell et al., 459-468. Queens’ College, Cambridge 2014 (authors’ manuscript) The Vault with Curvilinear Ribs in the “Hall of Arms” in the Albrechtsburg Meissen: Studies on the Concept, Design and Construction of a Complex Late Gothic Rib Vault David Wendland, María Aranda Alonso, Alexander Kobe During the 14th and 15th centuries, the challenge of creating vaulted ceilings lead to ever more complex solutions in late Gothic architecture. These ambitious, astonishing and sometimes daring constructions rank amongst the finest masterpieces of architecture – extremely demanding from the structural point of view and particularly challenging in their geometric design. Their builders managed to overcome the difficulties of planning the complicated meshes of ribs soaring along spatial curves, providing instructions for the production of their single components and their assembly on the building site, and achieving a curved vault surface which corresponds to the equilibrium condition of shell structures. The discussion on how the design and planning of these structures was performed and how their construction process was organized, has been so far largely based on sources (some of them dating from long after late Gothic architecture was practised), and in particular on their interpretation as established in the 19th century. However, this current state of research can be shown to be in contrast with the evidence of many of the actual built objects. At this point, it appears necessary to formulate hypotheses on the design directly from the built artefact, and on this basis attempt a re-interpretation of the known drawings and treatises.1 For this approach it is also necessary to deal with the methodological challenges of using the building as source. -
Archivolt the Continuous Molding Framing an Arch. in Romanesque Or Gothic Architecture, One of the Series of Concentric Bands Framing the Tympanum
archivolt The continuous molding framing an arch. In Romanesque or Gothic architecture, one of the series of concentric bands framing the tympanum. baptistery In Christian architecture, the building used for baptism, usually situated next to a church. barrel vault A masonry roof or ceiling constructed on the arch principle. A barrel or tunnel vault, semicylindrical in crosssection, is in effect a deep arch or an uninterrupted series of arches, one behind the other, over an oblong space. A quadrant vault is a halfbarrel vault. A groin or cross vault is formed at the point at which two barrel vaults intersect at right angles. In a ribbed vault, there is a framework of ribs or arches under the intersections of the vaulting sections. A sexpartite vault is a vault whose ribs divide the vault into six compartments. A fan vault is a vault characteristic of English Perpendicular Gothic, in which radiating ribs form a fanlike pattern. bestiary A collection of illustrations of real and imaginary animals. campanile A bell tower of a church, usually, but not always, freestanding. cathedra Latin, “seat.” See cathedral. cathedral A bishop's church. The word derives from cathedra, referring to the bishop’s seat. cloister A monastery courtyard, usually with covered walks or ambulatories along its sides. compound pier A pier with a group, or cluster, of attached shafts, or responds, especially characteristic of Gothic architecture. Crusades In medieval Europe, armed pilgrimages aimed at recapturing the Holy Land from the Muslims. crypt A vaulted space under part of a building, wholly or partly underground; in churches, normally the portion under an apse or a chevet. -
C6 – Barrel Vault Country : Tunisia
Building Techniques : C6 – Barrel vault Country : Tunisia PRÉSENTATION Geographical Influence Definition Barrel vault - Horizontal framework, semi-cylindrical shape resting on load-bearing walls - For the building, use or not of a formwork or formwork supports. - Used as passage way or as roofing (in this case, the extrados is protected by a rendering). Environment One finds the barrel vault in the majority of the Mediterranean countries studied. This structure is usually used in all types of environment: urban, rural, plain, mountain or seaside. Associated floors: Barrel vaults are used for basement, intermediary and ground floors for buildings and public structures. This technique is sometimes used for construction of different floors. In Tunisia, stone barrel vaults are only found in urban environment, they are common in plains and sea side plains, exceptional in mountain. The brick barrel vault is often a standard in mountain environment. The drop vault (rear D' Fakroun) is often a standard everywhere. Associated floors: In Tunisia, this construction technique is used to build cellars, basements, cisterns (“ fesqiya ”, ground floors and first floors (“ ghorfa ”). Drop arches and brick vaults can sometimes be found on top floors. Illustrations General views : Detail close-up : This project is financed by the MEDA programme of the European Union. The opinions expressed in the present document do not necessarily reflect the position of the European Union or of its member States 1/6 C6 Tunisia – Barrel vault CONSTRUCTION PRINCIPLE Materials Illustrations Nature and availability (shape in which it is found) For the construction of barrel vaults, the most often used materials are limestone and terracotta brick in all the studied countries. -
Transformer Vault Placement and Space Requirements
Transformer Vault Placement and Space Requirements Consolidated Edison Company of New York, Inc. 4 Irving Place New York NY 10003 www.conEd.com Transformer Vault Placement and Space Requirements Whether you’re constructing a new building Con Edison supplies service to buildings at our or adding electric load to an existing one, standard voltage of 120/208. In addition, 265/460- Con Edison strongly encourages you to con- Volt or high-tension service is available, but may involve an incremental cost to the customer. tact us early in the design process to discuss your transformer vault requirements. This When transformer vaults are required to serve the step will help you to avoid unnecessary and building’s load, it is essential that you consider the vault requirements before you proceed with the costly design changes or delays that may design of your building. This will mitigate costly result if these requirements are not incorpo- design changes for you and/or delays to your rated into your final building design. project. Typical transformer vault space require- All Con Edison transformer vaults require natural ments depend on the number of transformers ventilation and must have sidewalk gratings, as required to supply electricity to your build- noted in the enclosed drawings, which identify the ing. In addition, there may be an incremen- space requirements for sidewalk transformer vault installations. The gratings provide ventilation for tal customer cost to supply service at your the transformer as well as a means of entry for Con requested point of entry. Your final service Edison personnel to maintain, remove, or install design will be developed after Con Edison equipment. -
Data Vault Data Modeling Specification V 2.0.2 Focused on the Data Model Components
Data Vault Data Modeling Specification v2.0.2 Data Vault Data Modeling Specification v 2.0.2 Focused on the Data Model Components © Copyright Dan Linstedt, 2018 all rights reserved. Abstract New specifications for Data Vault 2.0 Methodology, Architecture, and Implementation are coming soon... For now, I've updated the modeling specification only to meet the needs of Data Vault 2.0. This document is a definitional document, and does not cover the implementation details or “how-to” best practices – for those, please refer to Data Vault Implementation Standards. Please note: ALL of these definitions are taught in our Certified Data Vault 2.0 Practitioner course. They are also defined in the book: Building a Scalable Data Warehouse with Data Vault 2.0 available on Amazon.com These standards are FREE to the general public, and these standards are up-to-date, and current. All standards published here should be considered the correct and current standards for Data Vault Data Modeling. NOTE: tooling vendors: if you *CLAIM* to support Data Vault 2.0, then you must support all standards as defined here. Otherwise, you are not allowed to claim support of Data Vault 2.0 in any way. In order to make the public statement “certified/Authorized to meet Data Vault 2.0 Standards” or “endorsed by Dan Linstedt” you must make prior arrangements directly with me. © Copyright Dan Linstedt 2018, all Rights Reserved Page 1 of 17 Data Vault Data Modeling Specification v2.0.2 Table of Contents Abstract .........................................................................................................................................1 1.0 Entity Type Definitions .............................................................................................................4 1.1 Hub Entity ...................................................................................................................................................... -
Quincha Architecture: the Development of an Antiseismic Structural System in Seventeenth Century Lima
Proceedings of the First International Congress on Construction History, Madrid, 20th-24th January 2003, ed. S. Huerta, Madrid: I. Juan de Herrera, SEdHC, ETSAM, A. E. Benvenuto, COAM, F. Dragados, 2003. Quincha architecture: The development of an antiseismic structural system in seventeenth century Lima Humberto Rodríguez Camilloni The introduction of quincha construction in the City of Kings or Lima during the middle of the seventeenth century marked a decisive turning point in the devel- opment of Spanish co]onia] architecture along the Peruvian coast. Not only did this ingenious antiseismic structural system provide a definitive solution to the earthquake problem that had plagued several generations of builders since the founding of the vicerega] capital by Francisco Pizarro in 1535, but it also permitted the creation of monumenta] and lofty interior spaces which paraJleled and even rivaled European designs. Surprising]y, however, quincha construction has received only a general and inadequate treatment in the artistic literature of Spanish colonia] architecture; its fuJl impact stilI awaiting recognition in the history of construction. I In an effort to help fill this void, this paper investigates the earthquake-proof system of quincha and its formal implications, as a cornerstone in the history of South American colonial architecture. In the viceroyalty of Peru, possibly no greater chalIenge confronted the colonia] architects than that of designing buildings that could withstand the frequent earthquakes. Time and again European and viceregal architects had seen the failure of their efforts, incJuding the anachronistic use of Gothic ribbed vaulting in the Cathedral of Lima folJowing ] the earthquake of 609 because it was believed it Figure 1 2 wou]d provide a more resistant structura] system. -
Multicultural Exchange in the Norman Palaces of Twelfth
A Changing Mosaic: Multicultural Exchange in the Norman Palaces of Twelfth-Century Sicily by Dana Katz A thesis submitted in conformity with the requirements for the degree of Doctor of Philosophy Graduate Department of Art University of Toronto © Copyright by Dana Katz 2016 A Changing Mosaic: Multicultural Exchange in the Norman Palaces of Twelfth-Century Sicily by Dana Katz Doctor of Philosophy Graduate Department of Art University of Toronto 2016 Abstract This dissertation examines the twelfth-century residences associated with the Norman Hautevilles in the parklands that surrounded their capital at Palermo. One of the best-preserved ensembles of medieval secular architecture, the principal monuments are the palaces of La Zisa and La Cuba, the complexes of La Favara and Lo Scibene, the hunting lodge at Parco, and the palace at Monreale. The Norman conquest of Sicily in the previous century dramatically altered the local population’s religious and cultural identity. Nevertheless, an Islamic legacy persisted in the park architecture, arranged on axial plans with waterworks and ornamented with muqarnas vaults. By this time, the last Norman king, William II, and his court became aligned with contemporaries in the Latin West, and Muslims became marginalized in Sicily. Part One examines the modern “discovery” and reception of the twelfth-century palaces. As secular examples built in an Islamic mode, they did not fit preconceived paradigms of medieval Western architecture in the scholarly literature, greatly endangering their preservation. My examination reconstructs the vast landscape created by the Norman kings, who modified their surroundings on a monumental scale. Water in the parklands was harnessed to provide for ii artificial lakes and other waterscapes onto which the built environment was sited. -
The Basilica of Maxentius
STRUCTURAL APPRAISAL OF A ROMAN CONCRETE VAULTED MONUMENT: THE BASILICA OF MAXENTIUS A. Albuerne1 and M.S. Williams2 1 Dr Alejandra Albuerne Arup Advanced Technology and Research 13 Fitzroy Street London W1T 4BQ UK Tel: +44 20 7755 4446 [email protected] 2 Prof. Martin S. Williams (corresponding author) University of Oxford Department of Engineering Science Parks Road Oxford OX1 3PJ UK Tel: +44 1865 273102 [email protected] RUNNING HEAD: Basilica of Maxentius Page 1 ABSTRACT The Basilica of Maxentius, the largest vaulted space built by the Romans, comprised three naves, the outer ones covered by barrel vaults and the central, highest one by cross vaults. It was built on a sloping site, resulting in a possible structural vulnerability at its taller, western end. Two naves collapsed in the Middle Ages, leaving only the barrel vaults of the north nave. We describe surveys and analyses aimed at creating an accurate record of the current state of the structure, and reconstructing and analysing the original structure. Key features include distortions of the barrel vaults around windows and rotation of the west wall due to the thrust from the adjacent vault. Thrust line analysis results in a very low safety factor for the west façade. The geometry of the collapsed cross vaults was reconstructed from the remains using solid modelling and digital photogrammetry, and thrust line analysis confirmed that it was stable under gravity loads. A survey of the foundations and earlier structures under the collapsed south-west corner revealed horizontal slip and diagonal cracking in columns and walls; this is strong evidence that the site has been subject to seismic loading which may have caused the partial collapse.