Aspects of alteration of masonry historical buildings without ring beam of floor slabs
Some problems of alteration for building structures of a conventional masonry for which working lifetime is approaching or has exceeded the expected design life are presented. In the course of these works, non-bearing masonry walls are often removed and as a result significant damages to supporting...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Military University of Technology, Warsaw
2016-12-01
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| Series: | Biuletyn Wojskowej Akademii Technicznej |
| Subjects: | |
| Online Access: | http://biuletynwat.pl/icid/1228959 |
| _version_ | 1797708878654210048 |
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| author | Ryszard Chmielewski Leopold Kruszka Janusz Lalka |
| author_facet | Ryszard Chmielewski Leopold Kruszka Janusz Lalka |
| author_sort | Ryszard Chmielewski |
| collection | DOAJ |
| description | Some problems of alteration for building structures of a conventional masonry for which working lifetime is approaching or has exceeded the expected design life are presented. In the course of these works, non-bearing masonry walls are often removed and as a result significant damages to supporting structures are often made, and in extreme cases even building collapses. Building surveyors who prepare a structural appraisal for technical reports of damaged masonry structures, as a solution to the problem, recommend sometimes to make only surface reinforcement of damaged walls. The question of significant change in the load distribution in alteration for buildings of conventional design is complex and in some cases above the recommended surface repairs may not be sufficient to ensure structural reliability or the safety of buildings exploitation. The paper proposes a scope of evaluation and structural analysis of a building, which allows to properly determine the range of the existing threats, and on this basis to carry out adequate repair of damaged masonry structures, including structural strengthening.[b]Keywords:[/b] masonry structures, buildings without ring beam of floor slabs, damages of masonry walls, structural failures and collapses |
| first_indexed | 2024-03-12T06:28:05Z |
| format | Article |
| id | doaj.art-7f7001910b0740278fb6c0478ca551aa |
| institution | Directory Open Access Journal |
| issn | 1234-5865 |
| language | English |
| last_indexed | 2024-03-12T06:28:05Z |
| publishDate | 2016-12-01 |
| publisher | Military University of Technology, Warsaw |
| record_format | Article |
| series | Biuletyn Wojskowej Akademii Technicznej |
| spelling | doaj.art-7f7001910b0740278fb6c0478ca551aa2023-09-03T01:47:35ZengMilitary University of Technology, WarsawBiuletyn Wojskowej Akademii Technicznej1234-58652016-12-0165412314110.5604/12345865.12289591228959Aspects of alteration of masonry historical buildings without ring beam of floor slabsRyszard Chmielewski0Leopold Kruszka1Janusz Lalka2Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, 00-908 Warszawa, ul. gen. S. Kaliskiego 2Some problems of alteration for building structures of a conventional masonry for which working lifetime is approaching or has exceeded the expected design life are presented. In the course of these works, non-bearing masonry walls are often removed and as a result significant damages to supporting structures are often made, and in extreme cases even building collapses. Building surveyors who prepare a structural appraisal for technical reports of damaged masonry structures, as a solution to the problem, recommend sometimes to make only surface reinforcement of damaged walls. The question of significant change in the load distribution in alteration for buildings of conventional design is complex and in some cases above the recommended surface repairs may not be sufficient to ensure structural reliability or the safety of buildings exploitation. The paper proposes a scope of evaluation and structural analysis of a building, which allows to properly determine the range of the existing threats, and on this basis to carry out adequate repair of damaged masonry structures, including structural strengthening.[b]Keywords:[/b] masonry structures, buildings without ring beam of floor slabs, damages of masonry walls, structural failures and collapseshttp://biuletynwat.pl/icid/1228959masonry structuresbuildings without ring beam of floor slabsdamages of masonry wallsstructural failures and collapses |
| spellingShingle | Ryszard Chmielewski Leopold Kruszka Janusz Lalka Aspects of alteration of masonry historical buildings without ring beam of floor slabs Biuletyn Wojskowej Akademii Technicznej masonry structures buildings without ring beam of floor slabs damages of masonry walls structural failures and collapses |
| title | Aspects of alteration of masonry historical buildings without ring beam of floor slabs |
| title_full | Aspects of alteration of masonry historical buildings without ring beam of floor slabs |
| title_fullStr | Aspects of alteration of masonry historical buildings without ring beam of floor slabs |
| title_full_unstemmed | Aspects of alteration of masonry historical buildings without ring beam of floor slabs |
| title_short | Aspects of alteration of masonry historical buildings without ring beam of floor slabs |
| title_sort | aspects of alteration of masonry historical buildings without ring beam of floor slabs |
| topic | masonry structures buildings without ring beam of floor slabs damages of masonry walls structural failures and collapses |
| url | http://biuletynwat.pl/icid/1228959 |
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