Experimental evaluation and numerical modelling of timber-framed walls
Timber-framed wall buildings are seen all over Europe, especially in seismic regions, given its adequacy to resist earthquakes. The pombaline buildings, developed after the big 1755 earthquake that destroyed Lisbon, constitute one of the best examples of ancient seismic-resistant structures based on...
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| Veröffentlicht in: | Experimental techniques (Westport, Conn.) Conn.), 2014-07, Vol.38 (4), p.45-53 |
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| creator | Ferreira, J. G. Teixeira, M. J. Duţu, A. Branco, F. A. Gonçalves, A. M. |
| description | Timber-framed wall buildings are seen all over Europe, especially in seismic regions, given its adequacy to resist earthquakes. The
pombaline
buildings, developed after the big 1755 earthquake that destroyed Lisbon, constitute one of the best examples of ancient seismic-resistant structures based on timber-framed masonry walls. But in addition to suffering natural degradation and frequent inadequate interventions, these buildings were not prepared to resist the severe seismic actions envisaged by today’s structural codes. In this context, they increasingly have to undergo rehabilitation and reinforcing works. The success of these projects strongly depends on the accuracy of the structural modelling, which in turn depends on knowledge of the behaviour of the existing structure. Aiming at providing reliable data to be used in structural design, a series of tests was carried out on the base element that constitutes the timber-framed masonry walls: the Saint Andrew’s cross. The experimental tests were numerically simulated in order to determine the parameters that lead to the most accurate results when using linear-elastic models. |
| doi_str_mv | 10.1111/j.1747-1567.2012.00820.x |
| format | Article |
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pombaline
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pombaline
buildings, developed after the big 1755 earthquake that destroyed Lisbon, constitute one of the best examples of ancient seismic-resistant structures based on timber-framed masonry walls. But in addition to suffering natural degradation and frequent inadequate interventions, these buildings were not prepared to resist the severe seismic actions envisaged by today’s structural codes. In this context, they increasingly have to undergo rehabilitation and reinforcing works. The success of these projects strongly depends on the accuracy of the structural modelling, which in turn depends on knowledge of the behaviour of the existing structure. Aiming at providing reliable data to be used in structural design, a series of tests was carried out on the base element that constitutes the timber-framed masonry walls: the Saint Andrew’s cross. The experimental tests were numerically simulated in order to determine the parameters that lead to the most accurate results when using linear-elastic models.</description><subject>BUILDINGS</subject><subject>Characterization and Evaluation of Materials</subject><subject>Chemistry and Materials Science</subject><subject>COMPUTERIZED SIMULATION</subject><subject>DESIGN</subject><subject>Earthquake damage</subject><subject>EARTHQUAKES</subject><subject>ENGINEERING</subject><subject>Masonry</subject><subject>Materials Science</subject><subject>Mathematical models</subject><subject>Modelling</subject><subject>Numerical analysis</subject><subject>Resists</subject><subject>Seismic phenomena</subject><subject>Seismology</subject><subject>Technical Article</subject><subject>Tests</subject><subject>Timber</subject><subject>Wallcoverings</subject><subject>WALLS</subject><issn>0732-8818</issn><issn>1747-1567</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqNkU1r3DAQhkVIIZu0_8GQSy52RrL1BbmUsGkLgVz20JuQtePUiy1tJLvZ_Pto69DrRhcJ5nlGw7yEFBQqms_trqKykSXlQlYMKKsAFIPqcEZW_wvnZAWyZqVSVF2Qy5R2AJRTqVfkYX3YY-xH9JMdCvxrh9lOffCF9dvCz2OuuVwYwxaHoffPReiKqR9bjGUX7Yjb4tUOQ_pKvnR2SPjt474im4f15v5n-fj049f998fSca6h7AAwj9fU4KDjjQCtt5x1rdAtqoZx5KqFxmktea1qJ3krRIPYOqCUd6K-ItdL25Cm3iTXT-j-uOA9uskwJiUVmmfqZqH2MbzMmCYz9snl-a3HMCdDhZRaN4qr0ygXTKpaU_YJlGsJeas0o2pBXQwpRezMPq_YxjdDwRxTMztzDOfYXppjauZfauaQ1btFfe0HfPu0Z9a_N_mRdb3oKZv-GaPZhTn6HMnpr98Be8yszA</recordid><startdate>201407</startdate><enddate>201407</enddate><creator>Ferreira, J. 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pombaline
buildings, developed after the big 1755 earthquake that destroyed Lisbon, constitute one of the best examples of ancient seismic-resistant structures based on timber-framed masonry walls. But in addition to suffering natural degradation and frequent inadequate interventions, these buildings were not prepared to resist the severe seismic actions envisaged by today’s structural codes. In this context, they increasingly have to undergo rehabilitation and reinforcing works. The success of these projects strongly depends on the accuracy of the structural modelling, which in turn depends on knowledge of the behaviour of the existing structure. Aiming at providing reliable data to be used in structural design, a series of tests was carried out on the base element that constitutes the timber-framed masonry walls: the Saint Andrew’s cross. The experimental tests were numerically simulated in order to determine the parameters that lead to the most accurate results when using linear-elastic models.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1111/j.1747-1567.2012.00820.x</doi><tpages>9</tpages></addata></record> |
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| source | Wiley Online Library Journals Frontfile Complete; SpringerLink Journals - AutoHoldings |
| subjects | BUILDINGS Characterization and Evaluation of Materials Chemistry and Materials Science COMPUTERIZED SIMULATION DESIGN Earthquake damage EARTHQUAKES ENGINEERING Masonry Materials Science Mathematical models Modelling Numerical analysis Resists Seismic phenomena Seismology Technical Article Tests Timber Wallcoverings WALLS |
| title | Experimental evaluation and numerical modelling of timber-framed walls |
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