Vertical Access

Total Page:16

File Type:pdf, Size:1020Kb

Vertical Access TECHNICAL VERTICAL TECHNICALPast Past Projects Projects and and Current Current Research Research on on Guastavino Guastavino Tile Ceilings,Ceilings, Domes Domes and and Vaults Vaults VERTICAL HIGHLIGHTACCESS HIGHLIGHT access P AST P ROJECTS P AST PUniversitatROJECTS Politècnica de Catalunya in Barcelona, Spain. B IBBILIOGRAB LIOGRAP HYP HY Kent coordinated the construction of a full-size Guastavino As part of our work inspecting and documenting historic s part of our work inspecting and documenting historic ThThee following following is a selectedis a selected bibliography bibliography of general of resourcesgeneral resourcesuseful in the buildings, Vertical Access (VA) has been involved with veral vaultbuildings, as part Vertical of a hands-on Access (VA) workshop has been for involved the APTI with annual studyuseful and inevaluation the study of and structures evaluation incorporating of structures Guastavino incorporating construc- projects investigating original Guastavino tile ceilings, vaults conference several projects held investigating in 2013. original Guastavino tile tionGuastavino systems: construction systems: and domes. Notable buildings constructed with Guastavino ceilings, vaults and domes. Notable buildings constructed ◗ ◗ Collins, George R. “The Transfer of Thin Masonry Vaulting Kelly Streeter, a licensed structural engineer with VA, has Collins, George R. “The Transfer of Thin Masonry Vaulting tile surveyed by VA in New York City include Cram and Awith Guastavino tile surveyed by VA in New York City include Cram fromfrom Spain Spain to toAmerica.” America.” Journal Journal of the of Societythe Society of Architectural of Architec - undertaken a testing and research program to define and Goodhue’s St. Thomas Church and Bertram Goodhue’s St.and Goodhue’s St. Thomas Church and Bertram Goodhue’s St. Historianstural Historians 27 (October 27 (October 1968): 176-201. 1968): 176-201.Appendices Appendices I and II of I evaluate the acoustic properties of Guastavino tiles and the and II of article include further bibliographic references. Bartholomew’s Church, St. Paul’s Chapel at Columbia Bartholomew’s Church, St. Paul’s Chapel at Columbia University, the article include further bibliographic references. Oyster Baruse in ofGrand non-destructive Central Terminal, evaluation the Battery of Guastavino Maritime tile Building as an ◗ University, the Oyster Bar in Grand Central Terminal, the ◗ The The Guastavino Fireproof Fireproof Construction Construction Company/George Company/George and the Federalassessment Reserve tool. Bank. As partOutside of this of Newresearch, York sheCity, has VA conducted has Battery Maritime Building and the Federal Reserve Bank. CollinsCollins Architectural Architectural records records and and drawings. drawings. Drawings Drawings and and performedtwo survey pilot work studies on All to Saints measure Cathedral pulse in velocity Albany, andNY, frequencydesigned Archives. Avery Architectural and Fine Arts Library, Outside of New York City, VA has performed survey work on Archives. Avery Architectural and Fine Arts Library, Columbia by Robertresponses W. Gibson, at and Guastavino Cram, Goodhue vaults in and New Ferguson’s York City’s Cadet St. Thomas University.Columbia University. All Saints Cathedral in Albany, NY, designed by Robert W. Chapel at the United States Military Academy. In the fall of 2006, VA Church and Battery Maritime Building for the purposes of ◗ Guastavino, Rafael. Essay on the Theory and History of Gibson, and Cram, Goodhue and Ferguson’s Cadet Chapelperformed at a comprehensive investigation of St. Francis de Sales Church ◗ Guastavino, Rafael. Essay on the Theory and History of Cohesive determining the feasibility of using ultrasonic rrequency Cohesive Construction. Boston: Ticknor, 1892. the United States Military Academy. In the fall of 2006, VA in Philadelphia, a Byzantine Revival structure designed by Henry D. Construction. Boston: Ticknor, 1892. response for the evaluation of Guastavino tile structures. performed a comprehensive investigation of St. Francis deDagit in collaboration with the R. Guastavino Company. The structure ◗ Guastavino, Rafael. “The Cohesive Construction: Its Past, Its Building on these pilot studies, VA’s current research involves ◗ Guastavino,Present, Its Rafael. Future?” “The American Cohesive Architect Construction: and BuildingIts Past, Its News Sales Church in Philadelphia, a Byzantine Revival structurecontains several large Guastavino vaults and domes, including a central the construction of full-scale mock-ups of Guastavino vaults Present,41 (922: Its August Future?” 26, American 1893): 125-129. Architect and Building News 41 designed by Henry D. Dagit in collaboration with the R. dome measuring 61 feet across that originally employed exposed (922: August 26, 1893): 125-129. for the investigation of non-destructive evaluation ◗ Guastavino Company. Guastavino tile at both the interior and exterior. Link, Karin Murr. “Guastavino Tile Construction: History and ◗ Link,Restoration.” Karin Murr. M.A. “Guastavino thesis, University Tile Construction: of Oregon, History June 1995.and The structure contains several large Guastavino vaults and Restoration.” M.A. thesis, University of Oregon, June 1995. C URRENT R ESEARCH ◗ Milkovich, Ann Katherine. “Guastavino Tile Construction: domes, including a central dome measuring 61 feet across ◗ Milkovich,An Analysis Ann of Katherine. a Modern “Guastavino Cohesive Construction Tile Construction: Technique.” An that originally employed exposed Guastavino tile at both Building on this project experience, VA employees have undertaken AnalysisM.A. thesis, of a Modern University Cohesive of Pennsylvania, Construction 1992.Technique.” M.A. research into Guastavino tile assemblies and presented their findings the interior and exterior. ◗thesis, University of Pennsylvania, 1992. in a variety of venues. Kent Diebolt, Vertical Access Founder and Ochsendorf, John. Guastavino Vaulting: The Art of Struc- ◗ tural Tiles, Princeton, NJ: Princeton Architectual Press, 2010. Other recent projects include Soldiers’ and Sailors’ President, was the grant writer and chair of the program planning Parks, Janet and Alan G. Neumann, The Old World Builds ◗the New: the Guastavino Company and the Technology of the Monument in New York City; Nebraska State Capitol in committee for a one-day symposium entitled “Preserving Historic Parks, Janet and Alan G. Neumann, The Old World Builds Guastavino Tile Ceilings, Domes and Vaults” held at Columbia Catalanthe New: Vault, the 1885-1962. Guastavino New Company York: Columbia and the University, Technology of Lincoln; The Basilica of St. Lawrence in Asheville, NC; Toronto 1996. University in February 1999. Kent facilitated the publication of the the Catalan Vault, 1885-1962. New York: Columbia Union Station and Buffalo Central Terminal. University, 1996. papers presented in the symposium as well as the 24 United States ◗ Parks, Janet and Alan G. Neumann, The Old World Builds New patents held by the Rafael Guastavino and his son, Rafael Jr. as a ◗York: Parks, Guastavino Janet and Construction Alan G. Neumann, in Manhattan, The Old 1886-1954. World Builds New C URRENT R ESEARCH dedicated special issue of the APT Bulletin (Volume XXX, No. 4, York:New Columbia York: Guastavino University, Construction 1997. in Manhattan, 1886- Building on this project experience, VA employees have 1999). In 2004 and 2006, Kent has been invited to lecture on the 1954. New York: Columbia University, 1997. ◗ undertaken research into Guastavino tile assemblies and evaluation of Guastavino tile structures at symposia organized by the Prudon, Theodore H. M. “Guastavino Tile Construction.” ◗Progressive Prudon, Theodore Architecture H. 70M. (September“Guastavino 1989): Tile 137-138.Construction.” presented their findings in a variety of venues. Kent Universitat Politècnica de Catalunya in Barcelona, Spain. Progressive Architecture 70 (September 1989): 137-138. Diebolt, Vertical Access Founder and President, was the ◗ Tarragó, Salvador, ed. Guastavino Co. (1885-1962) Catalogue Kelly Streeter, a licensed structural engineer with VA, has undertaken ◗ Tarragó, Salvador, ed. Guastavino Co. (1885-1962) Catalogue of Works in Catalonia and America. Barcelona: Collegi grant writer and chair of the program planning committeea testing and research program to define and evaluate the acoustic of Works in Catalonia and America. Barcelona: Collegi d’Arquitectes de Catalunya, 2002. for a one-day symposium entitled “Preserving Historic properties of Guastavino tiles and the use of non-destructive evaluation d’Arquitectes de Catalunya, 2002. Guastavino Tile Ceilings, Domes and Vaults” held at of Guastavino tile as an assessment tool. As part of this research, ◗ ◗Thompson, Thompson, Emily. Emily. “Mysteries “Mysteries of theof theAcoustic: Acoustic: Architectural Architectural Columbia University in February 1999. Kent facilitated the she has conducted two pilot studies to measure pulse velocity and AcousticsAcoustics in inAmerica, America, 1800-1932.” 1800-1932.” Ph.D. Ph.D. Diss, Diss, Princeton Princeton publication of the papers presented in the symposium as frequency responses at Guastavino vaults in New York City’s St. University,University, October October 1992. 1992. Thomas Church and Battery Maritime Building for the purposes of well as the 24 United States patents held by the Rafael ◗ determining the feasibility of using ultrasonic rrequency response for ◗Waite, Waite, Diana Diana S., S., ed. ed. APT APT Bulletin: Bulletin:
Recommended publications
  • The Art & Architecture of the Basilica of Saint Lawrence
    Chapel of Our Lady Exterior Rafael Guastavino The Art & Architecture of The style, chosen by the architect, is Guastavino (1842-1908) an architect and builder of To the left of the main altar is the Chapel of Our Lady. Spanish origin, emigrated to the United States from The white marble statue depicts Our Lady of the Spanish Renaissance. The central figure Barcelona in 1881. There he The Basilica of Assumption, patterned after the famous painting by on the main facade is that of our patron, had been a successful Murillo. Inserted in the upper part of the altar is a faience the 3"I century archdeacon, St. The Guastavino architect and builder, D.M. entitled The Crucifixion, which is attributed to an old Lawrence, holding in one hand a palm system represents a Saint Lawrence, renowned pottery in Capo di Monte, Italy. On either side designing large factories and unique architectural A Roman Catholic Church frond and in the other a gridiron, the homes for the industrialists of the tabernacle are niches containing statues of the treatment that has instrument of his torture. On the left of of the region of Catalan. He following: from the extreme left, Sts. Margaret, Lucia, given America some Cecilia, Catherine of Alexandria, Barbara, Agnes, Agatha, St. Lawrence is the first martyr, St. was also credited there with and Rose of Lima. Framing the base of the altar is a series Stephen, holding a stone, the method of being responsible for the of its most of tiles with some titles his martyrdom. He also holds a palm.
    [Show full text]
  • Structural Assessment of the Guastavino Masonry Dome of the Cathedral of Saint John the Divine
    Structural Assessment of the Guastavino Masonry Dome of the Cathedral of Saint John the Divine by Hussam Dugum Bachelor of Engineering in Civil Engineering and Applied Mechanics McGill University, Montreal, 2012 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 2013 c 2013 Massachusetts Institute of Technology. All rights reserved. Signature of the Author: Department of Civil and Environmental Engineering May 10, 2013 Certified by: John A. Ochsendorf Professor of Building Technology and Civil and Environmental Engineering Thesis Supervisor Accepted by: Heidi M. Nepf Chair, Departmental Committee for Graduate Students Structural Assessment of the Guastavino Masonry Dome of the Cathedral of Saint John the Divine by Hussam Dugum Submitted to the Department of Civil and Environmental Engineering on May 10, 2013 in Partial Fulfillment of the Requirements for the Degree of Master of Engineering in Civil and Environmental Engineering Abstract Historic masonry structures have survived many centuries so far, yet there is a need to better understand their history and structural safety. This thesis applies structural analysis techniques to assess the Guastavino masonry dome of the Cathedral of Saint John the Divine. This dome is incredibly thin with a L/t ratio of 200. Thus, it is important to assess this dome and its supporting arches, and confirm they are within adequate safety limits. This thesis gives an overview of the basic principles of masonry structural analysis methods, including equilibrium and elastic methods. Equilibrium methods are well suited to assess masonry structures as their stability is typically a matter of geometry and equilibrium rather than material strength.
    [Show full text]
  • Guastavino Structural Tile Vaulting in Pittsburgh Spring Semester 2021
    The Osher Lifelong Learning Institute University of Pittsburgh, College of General Studies Guastavino Structural Tile Vaulting in Pittsburgh Spring Semester 2021 Instructor: Matthew Schlueb Program Format: Five week course, 90 minute academic lectures and guided tour, with time for questions. Course Objective: To offer a master level survey of the Pittsburgh architectural works by Rafael Guastavino and his son, drawn from their Catalan traditions in masonry vaulting, as interpreted by a practicing architect and author of architecture. Course Description: Architect Rafael Guastavino and his son Rafael Jr. emigrated to the United States in 1881, bringing the traditional construction method of structural tile vaulting from their Catalan homeland, thereby transforming the architectural landscape from Boston to San Francisco. This course will examine their works in Pittsburgh, illustrating the vaults and domes made with structural tiles, innovations in thin shell construction, fire-proofing, metal reinforcing, herringbone patterns, skylighting, acoustical and polychromatic tiles. Lectures supplemented with a guided tour of these local structures, provided logistics and health safety measures permit. Course Outline: Lecture 1: From Valencia to New York [Tuesday, March 16, 2021 3pm-4:30pm] Convent of Santo Domingo Refectory (arches and vaults; Mudéjar style; Zaragoza, Spain; 1283) Monastery of Santo Domingo Refectory (bóveda tabicadas / maó de pla; Juan Franch; Valencia, Spain; 1382) Batlló Textile Factory (vaulted arcade atop metal columns; Rafael Guastavino; Barcelona, Spain; 1868) La Massa Theater (shallow dome vault; Rafael Guastavino; Vilassar de Dalt, Spain; 1880) Boston Public Library (structural tile vaults; Charles McKim; Boston, Massachusetts; 1889-1895) St. Paul’s Chapel (dome; Isaac Newton Phelps Stokes; Columbia University, New York; 1907) Lecture 2: Material Innovations in Building Science [Tuesday, March 23, 2021 3pm-4:30pm] Cathedral of St.
    [Show full text]
  • RAFAEL GUASTAVINO MORENO Inventiveness in 19Th Century Architecture by Jaume Rosell Colomina
    RAFAEL GUASTAVINO MORENO Inventiveness in 19th century architecture by Jaume Rosell Colomina This article was published in Catalan in pa. 494-522 by CAMARASA, Josep M.; ROCA, Antoni (dir.): Ciència i Tècnica als Països Catalans : una aproximació biogràfica (2v). Fundació Catalana per a la Recerca. Barcelona, 1995. The English version, revised by the author, was translated by Edward Krasny. An English version of this text was published in pp. 45-49 by TARRAGÓ, Salvador (editor): Guastavino Co. (1885-1962) : Catalogue of works in Catalonia and America. Col·legi d'Arquitectes de Catalunya. Barcelona, 2002. (ISBN 84-88258-65-8). Revised version, January 2010. Catalan and Spanish version in: https://upcommons.upc.edu/e-prints/browse?type=author&value=Rosell%2C+Jaume In memory of my father, Pere Rosell i Millach RAFAEL GUASTAVINO MORENO València, 1842 – Black Mountains, North Carolina, 1908 Key words: architecture, industrial architecture, cement, construction, cohesive construction, iron, brick, flat brick masonry, master builders, Modernisme, fire resistance, vaults. The contribution of Valencian Rafael Guastavino Moreno to Architecture was especially important in the technical area. He was the leading moderniser of an ancient building technique using flat brick masonry techniques, above all to erect vaults. Guastavino would later transfer these techniques from Catalonia to the United States of America, where he founded a family company that built, over two generations, more than one thousand buildings, many of them of great importance. These two accomplishments represent a notable contribution to contemporary Architecture: more so if we take into account a series of technological reflections and proposals that also constitute a contribution to the modernisation of construction, insofar as they entail an effort to understand the behaviour of and ways in which the new materials worked.
    [Show full text]
  • Finite Element Modeling of Guastavino Tiled Arches
    Transactions on the Built Environment vol 66, © 2003 WIT Press, www.witpress.com, ISSN 1743-3509 Finite element modeling of Guastavino tiled arches E. P. Saliklis, S. J. Kurtz & S. V.Furnbach Dept. of Civil and Environmental. Engineering, Lafayette College, USA Abstract An investigation of Rafael Guastavino's arches has been conducted by means of finite element modeling and laboratory experimentation. A novel method of modeling laminated masonry tile construction via the finite element method has been devised. This technique takes advantage of the layered shell element features found in commercially available finite element programs. Historical Guastavino tiles have been tested to obtain material properties. These modem techniques have been employed in conjunction with Guastavino's original empirical design criteria to provide a better understanding of these historically significant structures. 1 Introduction Rafael Guastavino, born in 1842, emigrated to the United States to establish the Guastavino Fireproof Construction Company. The fascinating architectural legacy of Guastavino and his son (also Rafael Guastavino) has received scholarly attention [1],[2] but the mechanics of his designs have not garnered similar attention from structural engineers. The thin laminated tile construction that the elder Guastavino used in hundreds of structures in the Eastern United States had its roots in his native Catalan's indigenous vaulting badition. Before emigrating to the United States, Rafael Guastavino designed such laminated vaulting in Barcelona [3]. While it has been suggested that Guastavino came to the United States to utilize superior cements in his mortars [4], others claim it is more feasible to say that he emigrated because of his faith in the American construction industry and its ability to produce consistent and high quality materials [5].
    [Show full text]
  • Columbia University Visitors Center
    COLUMBIA UNIVERSITY IN THE CITY OF NEW YORK Morningside Heights Self-Guided Walking Tour Welcome to Columbia University. Maps and other materials for self-guided tours are available in the Visitors Center, located in room 213 of Low Memorial Library. The Visitors Center is open 01 Monday through Friday from 9:00 a.m. to 5:00 p.m. A current Columbia I.D. is required to enter all buildings except Low Library and St. Paul’s Chapel unless accompanied by a University tour guide. A virtual tour and podcast are also available online. Columbia University was founded in 1754 as King's College by royal charter of King George II of England. It is the oldest institution of higher learning in the state of New York and the fifth oldest in the United States. Founded in 1754 as King's College, Columbia University is today an international center of scholarship, with a pioneering undergraduate curriculum and renowned graduate and professional programs. Among the earliest students and trustees of King's College were John Jay, the first chief justice of the United States; Alexander Hamilton, the first secretary of the treasury; Gouverneur Morris, the author of the final draft of the U.S. Constitution; and Robert R. Livingston, a member of the five-man committee that drafted the Declaration of Independence. After the American Revolution, the University reopened in 1784 with a new name—Columbia—that embodied the patriotic fervor that had inspired the nation's quest for independence. In 1897, the university moved from Forty-ninth Street and Madison Avenue, where it had stood for fifty years, to its present location on Morningside Heights at 116th Street and Broadway.
    [Show full text]
  • Seismic Performance Assessment of Masonry Tile Domes Through Nonlinear Finite-Element Analysis
    Seismic Performance Assessment of Masonry Tile Domes through Nonlinear Finite-Element Analysis S. Atamturktur, M.ASCE1; and B. Sevim2 Abstract: This article discusses a combined analytical and experimental study on the nonlinear seismic performance of two Guastavino-style masonry domes located in the United States. The seismic performance of these masonry domes is simulated with nonlinear finite-element (FE) models. To support the assumptions and decisions established during the development of the FE models, the vibration response of the domes is measured on-site and systematically compared against the numerical model predictions. Linear FE models are developed that are in close agreement with the measured natural frequencies and in visual agreement with the measured mode shapes. Next, these linear models are extended into the nonlinear range by incorporating the Drucker-Prager damage criterion. Finally, nonlinear FE models are used to assess the performance of these two domes under seismic loadings obtained from the 1940 El Centro earthquake acceleration records. The predicted displacements and internal tensile stress levels are used to make inferences about the potential behavior of these two buildings under the selected earthquake load. DOI: 10.1061/(ASCE)CF.1943-5509.0000243. © 2012 American Society of Civil Engineers. CE Database subject headings: Experimentation; Modal analysis; Finite element method; Nondestructive tests; Earthquakes; Masonry; Seismic effects. Author keywords: Experimental modal analysis; Nonlinear finite element analysis; Nondestructive testing; Earthquake performance; Masonry tile domes; Timbrel vaulting; Catalan vault. Introduction to ensure the structural safety of existing Guastavino tile domed and vaulted structures, particularly during extreme events such The inherent rigidity of the dome enabled early builders to achieve as earthquakes and high winds.
    [Show full text]
  • Guastavino Dome Analysis: a Comparative Approach for Jefferson’S Rotunda at the University of Virginia
    Structural Analysis of Historic Construction – D’Ayala & Fodde (eds) © 2008 Taylor & Francis Group, London, ISBN 978-0-415-46872-5 Guastavino dome analysis: A comparative approach for Jefferson’s Rotunda at the University of Virginia Jillian Kaup & John A. Matteo Robert Silman Associates,Washington DC, USA ABSTRACT: Contributing to over 1000 buildings in NorthAmerica, Rafael Guastavino, Sr. and his son greatly influenced American turn-of-the-century architecture with their trademark vault structures formed by specially designed clay tiles and cement mortar. The heterogeneous material composition and traditional construction methods gave rise to forms much less common to today’sbuilding and analysis methods, challenging the resources and training for engineers working with these historic structures. Guastavino outlined his methodology for designing arches, domes and vaults in an essay in 1893. The equations were developed from idealizations in basic mechanics while in combination with numerous tests performed on his vaulting system. This study compares Guastavino’s equations for dome analysis to theoretical approaches using Thomas Jefferson’s Rotunda dome at the University of Virginia as a case study. As part of a recent structural evaluation of the existing tile dome, Robert Silman Associates employed membrane theory for thin-shell analysis, graphical analysis, and finite element modeling as a comparison to Guastavino’s empirical methodology. 1 INTRODUCTION need to prove the advantages of timbrel vaults to American architects and engineers, Guastavino cre- Rafael Guastavino, Sr. (1842 to 1908) was born in ated the Guastavino Fireproof Construction Company Spain; trained as a builder and architect, he moved to and began experimenting with tile and mortar designs.
    [Show full text]
  • Past Projects and Current Research on Guastavino Tile Ceilings, Domes and Vaults ACCESS HIGHLIGHT
    VERTICAL TECHNICAL Past Projects and Current Research on Guastavino Tile Ceilings, Domes and Vaults ACCESS HIGHLIGHT P AST P ROJECTS B I B LIOGRA P HY s part of our work inspecting and documenting historic The following is a selected bibliography of general resources useful in the buildings, Vertical Access (VA) has been involved with study and evaluation of structures incorporating Guastavino construc- several projects investigating original Guastavino tile tion systems: ceilings, vaults and domes. Notable buildings constructed ◗ Collins, George R. “The Transfer of Thin Masonry Vaulting Awith Guastavino tile surveyed by VA in New York City include Cram from Spain to America.” Journal of the Society of Architectural and Goodhue’s St. Thomas Church and Bertram Goodhue’s St. Historians 27 (October 1968): 176-201. Appendices I and II of Bartholomew’s Church, St. Paul’s Chapel at Columbia University, the article include further bibliographic references. Oyster Bar in Grand Central Terminal, the Battery Maritime Building ◗ The Guastavino Fireproof Construction Company/George and the Federal Reserve Bank. Outside of New York City, VA has Collins Architectural records and drawings. Drawings and performed survey work on All Saints Cathedral in Albany, NY, designed Archives. Avery Architectural and Fine Arts Library, Columbia by Robert W. Gibson, and Cram, Goodhue and Ferguson’s Cadet University. Chapel at the United States Military Academy. In the fall of 2006, VA performed a comprehensive investigation of St. Francis de Sales Church ◗ Guastavino, Rafael. Essay on the Theory and History of Cohesive in Philadelphia, a Byzantine Revival structure designed by Henry D. Construction. Boston: Ticknor, 1892.
    [Show full text]
  • COMPLETE APPLICABLE SECTIONS Historic Resources of Downtown
    I Form No. 10-300 ,o-1 A\ 1.\\e" UNlTEOSTATI:::.S DEPARTMI:::.NTOFTHE INTl::RIOR NATIONAL PARK SERVICE TYPE ALL ENTRIES-- COMPLETE APPLICABLE SECTIONS HISTORIC Historic Resources of Downtown Asheville (Partial Inventory: Historic and Architectural Properties) AND/OR COMMON . STREET & NUMBER Central Business D~strict NOT FOR PUBLICATION CITY. TOWN CONGRESSIONAL DISTRICT CATEGORY OWNERSHIP STATUS PRESENT USE _DISTRICT _PUBLIG ~OCCUPIED _AGRICUlTURE K..MUSEUM _BUILDING(S) _PRIVATE _xUNOCCUPIED LCOMMERCIAL _PARK _STRUCTURE ::>LaoTH XwoRK IN PROGREss K..EDUCATIONAL K..PRIVATE RESIDENCE _SITE PUBliC ACQUISITION ACCESSIBLE K..ENTERTAINMENT K..RELIGIOUS _OBJECT _IN PROCESS ~YES: RESTRICTED K..GOVERNMENT }LSCIENTIFIC Multiple -BEING CONSIDERED _xYES: l)NRESTRICTED ...,.....INDUSTRIAL, _TRANSPORTATION Resources _xNo _MILITARY K..OTHER: City NAME Multiple ownership STREET & _ VICINITY OF COURTHOUSE. REGISTRY OF DEEDS ETC. 1 Buncombe County Courthouse STREET & NUMBER Asheville North Carolina Survey of Historic Architectural Resources of Downtown Asheville conducted by TITLE staff of the Archeology & Historic Preservation Section, N. C~ Division of 1977-1978 _FEDERAL ,X.STATE _COUNTY _LOCAL DEPOSITORY FOR Survey & Planning Branch, Archeology & Historic Preservation Section SURVEY RECORDS Raleigh Carolina Form No 10-300a (Rev 10- 74) U N I TL 0 STA-y l S l) l PAR 'I ,\1 L NT 0 ~- T H L I NT L R I 0 R NATIONAL PARK SERVICE CONTINUATION SHEET ITEM NUMBER PAGE National Register Properties Already Listed Asheville City Hall S. & W. Cafeteria Buncombe County
    [Show full text]
  • Seismic Considerations for Guastavino Ceiling, Vault, And
    Seismic Considerations for Guastavino Ceiling, Vault, and Dome Construction Author(s): Doug Robertson Source: APT Bulletin: The Journal of Preservation Technology, Vol. 30, No. 4, Preserving Historic Guastavino Tile Ceilings, Domes, and Vaults (1999), pp. 51-58 Published by: Association for Preservation Technology International (APT) Stable URL: https://www.jstor.org/stable/1504710 Accessed: 29-08-2018 15:42 UTC JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at https://about.jstor.org/terms Association for Preservation Technology International (APT) is collaborating with JSTOR to digitize, preserve and extend access to APT Bulletin: The Journal of Preservation Technology This content downloaded from 24.4.7.238 on Wed, 29 Aug 2018 15:42:09 UTC All use subject to https://about.jstor.org/terms Seismic Considerations for Guastavino Ceiling, Vault, and Dome Construction DOUG ROBERTSON The seismic and program improve- Guastavino construction is found pre- in past earthquakes has been seldom and ments to the Hearst Memorial dominantly in turn-of-the-century archi- poorly documented. tecture across the eastern United States, The findings presented in this article Mining Building on the University with fewer examples as you travel fur- are based on investigations and evalua- of California, Berkeley campus, ther from New York City, the home of tions related to the seismic behavior of will be the first project in which the Guastavino Company.
    [Show full text]
  • Download Lecture Notes
    2020.08.03 Lecture Notes 3pm Lecture 6 – Fluid Plasticity Prelude: Baker Hall stair video loop Welcome to The Architecture of Antoni Gaudí. Questions > Raise Hand & Chat questions to Erin (co-host). 5 to 10 minute break & 10 to 15 minutes at end for Q&A. Gaudí’s warped form distortions weighted by metaphor, achieving compositional stability in convex inversions, realizing completely liberated living form. Parti: Bóvedas Tabicadas (vault partition) “We call thin brick vaults (Bóvedas Tabicadas) those that are made by bricks placed one against the other in a flat way following the curve, so that its curve is like a thin wall (tabique ‘partition’). Depending on the place of the vaults in the building, they can be made of double or single bricks, …sometimes three, never more, as if they were thin walls placed one over the other, the one that is on top has to have its joints over the brick underneath (woven).” – Friar Lorenzo de San Nicolas (Madrid, 1633-1664) Originating in Valencia, Spain (Jofre Chapel of Santo Domingo Monastery by master mason Juan Franch, 1382), by Moorish builders as lightweight and inexpensive way to infill the webs of stone-ribbed vaults. Traditional stone vault must be supported on wooden formwork, will only support own weight once the keystone is in place and results in lateral thrusts. Bóvedas tabicadas, thin bricks (6”x12”x1”) laid flat, layered to adhere across staggered joints, acting as cohesive whole, horizontal partition, w/o thrusts. 3:05 Most significantly, by use of fast setting mortar (Plaster of Paris), bricks can be laid out from the supporting wall, corner or rib, in successive herringbone pattern, building out with 2 edges each brick in contact, to stabilize while mortar sets up, enabling construction of vaults without formwork (senza armature).
    [Show full text]