Výsledky vyhledávání - "AT Ad Vermeltfoort"

In-plane behaviour of clay brick masonry wallettes retrofitted with single-sided fabric-reinforced cementitious matrix and deep mounted carbon fibre strips

Autor: Simon N.M. Wijte, B. T. De Vries, S. Türkmen, AT Ad Vermeltfoort

Publikováno v: Bulletin of Earthquake Engineering, 18(2), 725-765. Springer

The in-plane shear behaviour of a new seismic retrofit concept which combines two standalone retrofit measures for in-plane and out-of-plane strengthening of masonry walls was investigated. The in-plane reinforcement consists of a single-sided carbon

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e96e3a58943af693139ae574f21ab574
https://research.tue.nl/nl/publications/dc3b1c50-eea3-474a-8c7f-ef792b645696

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Quasi-static cyclic in-plane testing of masonry walls strengthened with a single-sided fabric-reinforced cementitious matrix overlay and flexible anchorage

Autor: Ös Türkmen, Simon N.M. Wijte, AT Ad Vermeltfoort, B. T. De Vries

Publikováno v: Journal of Building Pathology and Rehabilitation, 4(1):8. Springer

An experimental program was undertaken to assess the effectiveness of a new retrofit concept to improve the in-plane behavior of unreinforced clay brick walls by means of full-scale static-cyclic in-plane tests. The proposed seismic retrofit system c

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d131979fb97c222ebe477fdff97bd599
http://www.scopus.com/inward/record.url?scp=85088600423&partnerID=8YFLogxK

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A students' challenge for the estimation of the maximum compressive load of masonry prisms / Studentenwettbewerb zur Ermittlung der maximalen Druckfestigkeit von Mauerwerksprismen

Autor: Susana Maria Trindade Moreira, AT Ad Vermeltfoort, Luís F. Ramos, Paulo B. Lourenço

Publikováno v: Mauerwerk. 20:352-363

The paper presents the “IMC Students' Challenge” competition held in 2014, during the 9th International Masonry Conference, in Guimaraes. The objective of the competition was to predict the maximum compressive load of two masonry prisms built of

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ff3fc7a088553326f3b3cd8720f44e96
https://doi.org/10.1002/dama.201600707

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Perda de rigidez da argamassa de assentamento da alvenaria comprimida: resultados preliminares

Autor: André Lübeck, Gihad Mohamad, Fernando Fonseca, AT Ad Vermeltfoort

Publikováno v: Revista IBRACON de Estruturas e Materiais, Volume: 11, Issue: 2, Pages: 279-295, Published: APR 2018
Revista IBRACON de Estruturas e Materiais v.11 n.2 2018
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 11, Iss 2, Pp 279-295 (2018)

The main goal of this research is to determine the mechanical properties of bedding mortar by assessing the mortar damage onset, the stiffness plasticity degradation and the apparent Poisson´s ratio under compression. Two mortar types, 1:0.5:4 and 1

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::19cca3d33326d8df406819b495b3e73a
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200279&lng=en&tlng=en

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Composite action in masonry walls under vertical in-plane loading : experimental results compared with predictions

Autor: AT Ad Vermeltfoort, Drw Dirk Martens

Publikováno v: Canadian Journal of Civil Engineering, 42, 449-462. National Research Council of Canada

In this article the results of five experimental test series on masonry walls supported by reinforced concrete beams or slabs are reported and compared to theoretical predictions of the load-bearing capacity. The experiments were performed on deep ma

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b37b940041d0fbdf2cf38a221bd5a0f
https://doi.org/10.1139/cjce-2014-0098

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Strength, behavior, and failure mode of hollow concrete masonry constructed with mortars of different strengths

Autor: Dirk R.W. Martens, Gihad Mohamad, AT Ad Vermeltfoort, Paulo B. Lourenço, Fernando Fonseca

Publikováno v: Construction and Building Materials, 134(134), 489-496. Elsevier
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP

This study reports the failure modes of hollow concrete masonry prisms, taking into account the block and mortar stress-strain behavior. An extensive and detailed experimental program has been conducted on three-block high stack-bonded prisms, built

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2542d3d8524a17d8ed09dd3183f58a6
https://research.tue.nl/nl/publications/a99ba164-b8b8-44ce-8e1e-cedb404ff6d5

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Prestress loss due to creep and shrinkage of high-strength calcium silicate element masonry with thin-layer mortar

Autor: L.J. van der Meer, D.R.W. Martens, AT Ad Vermeltfoort

Publikováno v: Materials and Structures, 46(12), 2091-2108. Springer

Data on creep and shrinkage of high-strength calcium silicate element masonry with thin-layer mortar (CASIEL-TLM masonry) is not currently available in international literature. A novel application of this material in unbonded post-tensioned shear wa

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::320c11aaaa0a2c3c33826ce5999d3f85
https://doi.org/10.1617/s11527-013-0038-0

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UPT rectangular and flanged shear walls of high-strength CASIEL-TLM masonry: experimental and numerical push-over analysis

Autor: D.R.W. Martens, L.J. van der Meer, AT Ad Vermeltfoort

Publikováno v: Engineering Structures, 49, 628-642. Elsevier

The mechanical behaviour of unbonded post-tensioned (UPT) shear walls of high-strength CAlcium SIlicate ELement masonry with Thin-Layer Mortar (CASIEL-TLM masonry) was investigated experimentally and numerically. Eight walls were tested with the foll

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::740ee053fea89e5ee778295ce762fa46
https://doi.org/10.1016/j.engstruct.2012.11.021

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Compression and shear properties of masonry cut from walls, three to ninety-five years old, compared with laboratory made masonry

Autor: D.R.W. Martens, AT Ad Vermeltfoort

Publikováno v: Brick and Block Masonry ISBN: 9781315374963

To allow for reliable estimations of the seismic resistance of buildings, specimens were cut from existing buildings and tested to failure to establish the compressive strength and stiffness of this old masonry. The age of these buildings ranged from

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3a2d5e07b1cbe6d9ce9e3b5f27b406f6
https://doi.org/10.1201/b21889-245

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Seismic retrofit system for single leaf masonry buildings in Groningen

Autor: Ös Türkmen, AT Ad Vermeltfoort, Drw Dirk Martens

Publikováno v: Brick and Block Masonry ISBN: 9781315374963
Masonry in a world of challenges :16th International Brick and Block Masonry Conference, 26-30 June 2016, Padova, Italy, 1-8
STARTPAGE=1;ENDPAGE=8;TITLE=Masonry in a world of challenges :16th International Brick and Block Masonry Conference, 26-30 June 2016, Padova, Italy

Due to recent seismic activity in the Netherlands, the demand of adequate strengthening and retrofitting techniques increased, especially for single leaf masonry. Two Dutch companies founded in the re-gion have initiated an experimental program to st

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b73dad9e528ae87afabcf9d4315db02a
https://doi.org/10.1201/b21889-306

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