Dynamic Identification and Static Loading Tests of Timbrel Vaults: Application to a Modernist 20th Century Heritage Structure
This article presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The article includes three parts. First, the Administration pavilion of Hospit...
Gespeichert in:
| Veröffentlicht in: | International journal of architectural heritage 2017-05, Vol.11 (4), p.607-620 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext bestellen |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 620 |
|---|---|
| container_issue | 4 |
| container_start_page | 607 |
| container_title | International journal of architectural heritage |
| container_volume | 11 |
| creator | Endo, Yohei Llorens, Miquel S. Roca, Pere Pelà, Luca |
| description | This article presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The article includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilization of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behavior observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behavior of the timbrel vaults. |
| doi_str_mv | 10.1080/15583058.2016.1277566 |
| format | Article |
| fullrecord | <record><control><sourceid>csuc_XX2</sourceid><recordid>TN_cdi_csuc_recercat_oai_recercat_cat_2072_292046</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>oai_recercat_cat_2072_292046</sourcerecordid><originalsourceid>FETCH-LOGICAL-c399t-aab84fbc8658f24929ca2844663f06bf1594bc3940a58e2bfe46dddcfbd61ff13</originalsourceid><addsrcrecordid>eNp9kN1KAzEQhRdRsFYfQcgLtCbZJM16Zak_LVS8sHobZvNTI9tNSVKkF767W9rqnRfDzBzmOwynKK4JHhIs8Q3hXJaYyyHFRAwJHY24ECdFb6cPSizE6e_M5XlxkdInxpzJUdkrvu-3Lay8RjNj2-yd15B9aBG0Br3mbtZoHsD4dokWNuWEgkMLv6qjbdA7bJqcbtF4vW6OXA4I0HMwNrY-ZURx_kCTznkTt2hqo8-wtJ1x3OhOspfFmYMm2atD7xdvjw-LyXQwf3maTcbzgS6rKg8AaslcraXg0lFW0UoDlYwJUTosakd4xerulGHg0tLaWSaMMdrVRhDnSNkvyN5Xp41W0Wobu39VAP-37IriEVW0opiJjuEHJoaUonVqHf0K4lYRrHa5q2Puape7OuTecXd7zrcuxBV8hdgYlWHbhOgitNonVf5v8QM1qIv_</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Dynamic Identification and Static Loading Tests of Timbrel Vaults: Application to a Modernist 20th Century Heritage Structure</title><source>Recercat</source><creator>Endo, Yohei ; Llorens, Miquel S. ; Roca, Pere ; Pelà, Luca</creator><creatorcontrib>Endo, Yohei ; Llorens, Miquel S. ; Roca, Pere ; Pelà, Luca</creatorcontrib><description>This article presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The article includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilization of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behavior observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behavior of the timbrel vaults.</description><identifier>ISSN: 1558-3058</identifier><identifier>EISSN: 1558-3066</identifier><identifier>DOI: 10.1080/15583058.2016.1277566</identifier><language>eng</language><publisher>Taylor & Francis</publisher><subject>Arquitectura ; brick masonry ; Conservació i restauració ; Conservation and restoration ; dynamic identification test ; Enginyeria civil ; extrados stiffening diaphragm ; FEM analysis ; Història ; Hospital de la Santa Creu i Sant Pau (Barcelona, Catalunya) ; Hospital de la Santa Cruz y San Pablo (Barcelona, Spain) ; Materials i estructures ; Modern movement (Architecture) ; Modernisme (Arquitectura) ; Restauració arquitectònica ; static loading test ; timbrel vault ; Àrees temàtiques de la UPC</subject><ispartof>International journal of architectural heritage, 2017-05, Vol.11 (4), p.607-620</ispartof><rights>2017 Taylor & Francis 2017</rights><rights>info:eu-repo/semantics/openAccess</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c399t-aab84fbc8658f24929ca2844663f06bf1594bc3940a58e2bfe46dddcfbd61ff13</citedby><cites>FETCH-LOGICAL-c399t-aab84fbc8658f24929ca2844663f06bf1594bc3940a58e2bfe46dddcfbd61ff13</cites><orcidid>0000-0001-7760-8290</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,26974</link.rule.ids><linktorsrc>$$Uhttps://recercat.cat/handle/2072/292046$$EView_record_in_Consorci_de_Serveis_Universitaris_de_Catalunya_(CSUC)$$FView_record_in_$$GConsorci_de_Serveis_Universitaris_de_Catalunya_(CSUC)$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Endo, Yohei</creatorcontrib><creatorcontrib>Llorens, Miquel S.</creatorcontrib><creatorcontrib>Roca, Pere</creatorcontrib><creatorcontrib>Pelà, Luca</creatorcontrib><title>Dynamic Identification and Static Loading Tests of Timbrel Vaults: Application to a Modernist 20th Century Heritage Structure</title><title>International journal of architectural heritage</title><description>This article presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The article includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilization of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behavior observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behavior of the timbrel vaults.</description><subject>Arquitectura</subject><subject>brick masonry</subject><subject>Conservació i restauració</subject><subject>Conservation and restoration</subject><subject>dynamic identification test</subject><subject>Enginyeria civil</subject><subject>extrados stiffening diaphragm</subject><subject>FEM analysis</subject><subject>Història</subject><subject>Hospital de la Santa Creu i Sant Pau (Barcelona, Catalunya)</subject><subject>Hospital de la Santa Cruz y San Pablo (Barcelona, Spain)</subject><subject>Materials i estructures</subject><subject>Modern movement (Architecture)</subject><subject>Modernisme (Arquitectura)</subject><subject>Restauració arquitectònica</subject><subject>static loading test</subject><subject>timbrel vault</subject><subject>Àrees temàtiques de la UPC</subject><issn>1558-3058</issn><issn>1558-3066</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>XX2</sourceid><recordid>eNp9kN1KAzEQhRdRsFYfQcgLtCbZJM16Zak_LVS8sHobZvNTI9tNSVKkF767W9rqnRfDzBzmOwynKK4JHhIs8Q3hXJaYyyHFRAwJHY24ECdFb6cPSizE6e_M5XlxkdInxpzJUdkrvu-3Lay8RjNj2-yd15B9aBG0Br3mbtZoHsD4dokWNuWEgkMLv6qjbdA7bJqcbtF4vW6OXA4I0HMwNrY-ZURx_kCTznkTt2hqo8-wtJ1x3OhOspfFmYMm2atD7xdvjw-LyXQwf3maTcbzgS6rKg8AaslcraXg0lFW0UoDlYwJUTosakd4xerulGHg0tLaWSaMMdrVRhDnSNkvyN5Xp41W0Wobu39VAP-37IriEVW0opiJjuEHJoaUonVqHf0K4lYRrHa5q2Puape7OuTecXd7zrcuxBV8hdgYlWHbhOgitNonVf5v8QM1qIv_</recordid><startdate>20170519</startdate><enddate>20170519</enddate><creator>Endo, Yohei</creator><creator>Llorens, Miquel S.</creator><creator>Roca, Pere</creator><creator>Pelà, Luca</creator><general>Taylor & Francis</general><scope>AAYXX</scope><scope>CITATION</scope><scope>XX2</scope><orcidid>https://orcid.org/0000-0001-7760-8290</orcidid></search><sort><creationdate>20170519</creationdate><title>Dynamic Identification and Static Loading Tests of Timbrel Vaults: Application to a Modernist 20th Century Heritage Structure</title><author>Endo, Yohei ; Llorens, Miquel S. ; Roca, Pere ; Pelà, Luca</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c399t-aab84fbc8658f24929ca2844663f06bf1594bc3940a58e2bfe46dddcfbd61ff13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Arquitectura</topic><topic>brick masonry</topic><topic>Conservació i restauració</topic><topic>Conservation and restoration</topic><topic>dynamic identification test</topic><topic>Enginyeria civil</topic><topic>extrados stiffening diaphragm</topic><topic>FEM analysis</topic><topic>Història</topic><topic>Hospital de la Santa Creu i Sant Pau (Barcelona, Catalunya)</topic><topic>Hospital de la Santa Cruz y San Pablo (Barcelona, Spain)</topic><topic>Materials i estructures</topic><topic>Modern movement (Architecture)</topic><topic>Modernisme (Arquitectura)</topic><topic>Restauració arquitectònica</topic><topic>static loading test</topic><topic>timbrel vault</topic><topic>Àrees temàtiques de la UPC</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Endo, Yohei</creatorcontrib><creatorcontrib>Llorens, Miquel S.</creatorcontrib><creatorcontrib>Roca, Pere</creatorcontrib><creatorcontrib>Pelà, Luca</creatorcontrib><collection>CrossRef</collection><collection>Recercat</collection><jtitle>International journal of architectural heritage</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Endo, Yohei</au><au>Llorens, Miquel S.</au><au>Roca, Pere</au><au>Pelà, Luca</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Dynamic Identification and Static Loading Tests of Timbrel Vaults: Application to a Modernist 20th Century Heritage Structure</atitle><jtitle>International journal of architectural heritage</jtitle><date>2017-05-19</date><risdate>2017</risdate><volume>11</volume><issue>4</issue><spage>607</spage><epage>620</epage><pages>607-620</pages><issn>1558-3058</issn><eissn>1558-3066</eissn><abstract>This article presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The article includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilization of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behavior observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behavior of the timbrel vaults.</abstract><pub>Taylor & Francis</pub><doi>10.1080/15583058.2016.1277566</doi><tpages>14</tpages><orcidid>https://orcid.org/0000-0001-7760-8290</orcidid><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | ISSN: 1558-3058 |
| ispartof | International journal of architectural heritage, 2017-05, Vol.11 (4), p.607-620 |
| issn | 1558-3058 1558-3066 |
| language | eng |
| recordid | cdi_csuc_recercat_oai_recercat_cat_2072_292046 |
| source | Recercat |
| subjects | Arquitectura brick masonry Conservació i restauració Conservation and restoration dynamic identification test Enginyeria civil extrados stiffening diaphragm FEM analysis Història Hospital de la Santa Creu i Sant Pau (Barcelona, Catalunya) Hospital de la Santa Cruz y San Pablo (Barcelona, Spain) Materials i estructures Modern movement (Architecture) Modernisme (Arquitectura) Restauració arquitectònica static loading test timbrel vault Àrees temàtiques de la UPC |
| title | Dynamic Identification and Static Loading Tests of Timbrel Vaults: Application to a Modernist 20th Century Heritage Structure |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-07T18%3A14%3A24IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-csuc_XX2&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Dynamic%20Identification%20and%20Static%20Loading%20Tests%20of%20Timbrel%20Vaults:%20Application%20to%20a%20Modernist%2020th%20Century%20Heritage%20Structure&rft.jtitle=International%20journal%20of%20architectural%20heritage&rft.au=Endo,%20Yohei&rft.date=2017-05-19&rft.volume=11&rft.issue=4&rft.spage=607&rft.epage=620&rft.pages=607-620&rft.issn=1558-3058&rft.eissn=1558-3066&rft_id=info:doi/10.1080/15583058.2016.1277566&rft_dat=%3Ccsuc_XX2%3Eoai_recercat_cat_2072_292046%3C/csuc_XX2%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |